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Home My WebLink AboutTR-10051A F Glenn Goldsmith,President �® U SO Town Hall Annex A. Nicholas Krupski,Vice President e`®� ®I® P.O. Route 25 P.O. Box 1179 Eric Sepenoski [ Southold, New York 11971 Liz Gillooly ce9 ,e Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2091 C Date: October 15, 2023 THIS CERTIFIES that the existing Verizon Wireless communication facility and the replacement of its existing generator; At 40200 Main Road, Orient Suffolk County Tax Map#1000-15-9-8.1 ; Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 20, 2021 pursuant to which Trustees Administrative Permit#10051A Dated January 19, 2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing Verizon Wireless communication facility and the replacement of its existing generator; The certificate is issued to 40200 Main LLC c/o Verizon Wireless owner of the aforesaid property. i e Authorized Signature t Glenn Goldsmith, President ®�Rso Town Hall Annex A. Nicholas Krupski,Vice President � ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly =� Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: Irad. Z-OZ3 INSPECTED BY: 7•CyeLm� Ll Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1 st day of construction '/z constructed Project complete, compliance inspection COMMENTS: CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President �q sv(/jy Town Hall Annex A. Nicholas Krupski,Vice President ,`OOl0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino N G @ Telephone(631) 765-1892 Greg Williams o Fax(631) 765-6641 COUNf`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES v 72 HOURS PRIG_ R10 COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-do ns#rucfiisn;�kiayrbale Brie/silf boom/silt,cur#ain. . st day of 60h ruCtion- 1/2 constructed x When project complete; call for compliance inspection; Glenn Goldsmith,President ��OF S0(/��o Town Hall Annex A.Nicholas Krupski,Vice President ,`O �� 54375 Route 25 John M.Bredemeyer III P.O. Box 1179 Southold,New York 11971 Michael J. Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 OOUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No:: 10051A 'Date of Receipt of Application: December 20, 2021 Applicant: 40200 Main LLC c/o Verizon Wireless SCTM#: 1000-15-9-8.1 Project Location: 40200 Main Road, Orient Date of Resolution/Issuance: January 19, 2022 Date of Expiration: January 19, 2024 Reviewed by: Board of Trustees Project Description: Existing Verizon wireless communication facility and the replacement of its existing generator. Findings: The project meets all the requirements for issuance of an Administrative Permif set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Neil Alexander MacDonald, last dated December 9, 2021, and stamped approved on . January 19, 2022; and the site plan prepared by wfc Architects, received on December 20, 2021, and stamped approved on January 19, 2022. _ Special Conditions: None Inspections: Final Inspection. " If the proposed activities do not meet the requirements for,issuanice of-an Administrative Permit set forth in Chapter 275 of-the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. -Glenn Goldsmith, President Board of Trustees r. y< a Z y f j e<a r < -- a _ ,__�_� ,� "` F "`� a .._ A fa..", ,'� _ •-�,xzre�r" p,�iaayea� y n w," T f 1 r � . e ».+•vmm ti F r ` s ti i 9' r a Cp > r 1 .. r AIM MITE MW AV Ist i a � �«b �a _ _ xw �CONSTRUCTION DOCUMENT FOR WIRELESS COMMUNICATIONS FACILITY. =f ` 0 N 2 ml m tr<m*'klENT P I T I A 40200 MAIN ROAD, ORIENT., VZW PROJECT ID : 16318733 E, a WFC PROJECT NO : 21 - 14738 ARCHITECTS 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com SITE INFORMATION PROJECT C DRAW1141G IEX INITIAL ISSUANCE LATEST ISSUANCE EQ REVISION NO. & DATE S��R gRCy VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG.NO. DRAWING TITLE �� 9 d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL 1 SITE TYPE/DESCRIPTION: AT GRADE: EXISTING VERIZON WIRELESS l OKW DIESEL DC WEST NYACK, NY 10994 T- TITLE SHEET 7/27/21 2 12/9/21 GENERATOR TO BE REMOVED AND REPLACED WITH NEW PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 G-100.00 GENERAL NOTES AND ABBREVIATIONS 7/27/21 2 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET 40200 MAIN ROAD, ORIENT, NY 11957 12/9/21 ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT ROBERT HAASE SP-100.00 ARCHITECTURAL SITE PLAN ' ` 7/27/21 2 12/9/21 � PLATFORM. A-100.00 EAST ELEVATION AND ENLARGED EQUIPMENT PLAN 7/27/21 2 12/9/21 CONS LEASING CONTACT: JIM KORWAN (516) 946-8920 A-101.00 GENERATOR INFORMATION 7/27/21 2 12/9/21 PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 CONSTRUCTION CONTACT: PETE MCCARTHY (631) 236-2108 ZONING DISTRICT: 1000 ZONING DESIGNATION: MARINE II A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEED AP (631) 689-8450 EXT.115 LATITUDE: 41 .15294 (NAD 83) LONGITUDE: -72.24419 (NAD 83) NO. DATE SUBMISSION ELEVATION: 5' +/-AMSL (NGVD 29) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 10 7/27/21 ISSUED FOR REVIEW 1 8/3/21 REVISED PER ATTORNEY COMMENTS ZONING JURISDICTION TOWN OF SOUTHOLD :2 12/9/21 ISSUED FOR FILING VZW SITE ID: 5008164 VZW PROJECT ID: 16318733 NO. DATE REVISION KEY PLAN: AREA OF WORK DEDM BIRCH RDnD(PK AD.Hl) I1lI LOHC 191AN11 STATE PnRH f0111MIMDH 1,>ktCH I BPACi1 SIAte enxx ` E 31 nmcmrrm�sr LOCTIO f A KEY MA P tit% PI!tmislpnd � .>., gK'9 AnIme113inAa:a Center... _. ?Ivy $13 V11 Orient point Fer v Vb' z Il.lil"1 1r 'd?3d 40200 Main lid tit �a 'ORIENT POINT 2" ,pr ,e'rm-3FinKlj GENERATOR REPLACEMENT P' 40200 MAN ROAD ORENT Gt. PrP , W 11967 . e ,< TITLE: r q- v TITLE SHEET DATE: JULY 14, 2021 sn PROJECT NO: 21-14738 DRAWN BY: MM -7— CHECKED BY: TM r` ;f SCALE: AS NOTED NORTH �F SCALE: I" = 200' "' DRAWING NO: SITE LOCATION SITE LOCATION NORTH � t ® r 0 I ® ` 0 I - SHEET NO: 1 OF 5 GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS DRAWING LEGEND: GENERAL REQUIREMENTS WARRANTIES: SITE LEGEND: design intent only. Verify existing conditions non these drawings is for d fy 9 A/C AIR CONDITIONING IG ISOLATED GROUND 1. Information show g g Y i project for a minimum ` Coordinate discrepancies with the architect and/or engineer. Do not 1. The Contractor shall guarantee all labor and materials used in this p ct New Wall Partition �+� Contour To o Ac ACOUSTICAL ID INSIDE DIAMETER and dimensions in field. p - eriod of one 1 year commencing from the date of final acceptance by the client. Line / P ACP ACOUSTICAL PANEL INFO INFORMATION "'"" `' 6 ., g; scale drawings to determine dimensions. P Y g ACT ACOUSTICAL TILE INSUL INSULATION (D) (ION) 2. Establish lines, grades and benchmarks necessary for proper work from given survey New Rated -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL g 2. The Final date of acceptance is deemed as the date that all required state and federal Partition AFF ABOVE FINISH FLOOR g' data. work shall be erected and installed plumb, level, square and true and in proper approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE J alignment. pp g' New Partial Ht. Stockade Fence AGL ABOVE GROUND LEVEL JC JANITOR'S CLOSET A. Final inspection Partition Line r s. , •<,. ALT ALTERNATE accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy ,b 'f 3. All work shall be done in strict p Existing Partition -X-X-X- Chain Link Fence ATS AUTOMATIC TRANSFER SWITCH K �•< � . . °@5,�,¢��:��',�..: regulations wherever applicable. Contractor shall g ordinances OSHA standards and re ul pp 9 ALUM ALUMINUM KW KILOWATT ions required under NYSBC chapter 17. Line third art special ins ect p coordinate and arrange al party p p q come evident during this one 1 year period shall be corrected b ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 3. Any deficiencies that g O y p y , s The Contractor shall be responsible for quantities of work. furnish labor, materials and the Contractor at the Contractor's expense. Existing Door to ops Gas Piping Line L 4. p q Remain ANT ANTENNA LAM LAMINATE (D) equipment required to complete work. � t=== Door Wall To E Electrical Conduit APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S Door/Wall ARCHITECT (URAL) LB (LBS) POUNDS(S) 5. Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE Remove AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 required by governing state law prior to start of work. 0000 New Door T Telco Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com A. Workmanship shall be of the highest quality and done by employees skilled in the LTE LONG TERM EVOLUTION t 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. of bid. Notify the architect immediate) and prior progress Detail Number TA Electrical/Telco B M G�`� DER k conditions prior to submission Y Y p p B. All work which fails to meet the standard as herein described, shall be replaced b the 1 �. '�q�o of work if unusual field conditions arise. p Y Conduits BBu BASE BAND UNIT MAX MAXIMUM Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker BD BOARD MATL MATERIAL initial failure or the corrective repairs. o Ground Wire �� 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, BLDG BUILDING MBD/MBDs MAIN DISTRIBUTION Box(Es) '` o and shall notify the architect of any discrepancies, conflicts, and/or omissions which would Drawing Page Conduit BLK BLOCK MECH MECHANICAL -- • '� C. All items of work identified on the drawings b name, note, or material designation are Number B.O. BOTTOM OF MFR (D) MANUFACTURE (R) (D) interfere with the satisfactory completion of the work. Should the Contractor fail to follow this g Y g aH Overhead Wire , 69r Q- procedure and continue with the work, the Contractor shall assume all responsibility and new, unless otherwise noted. BTS BASEMENT MFR/MANUF MANUFACTURER (S) � BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS OF Kir- liability arising therefrom. sP-sol Elevation View Catch BUR BUILT UP ROOFING CONSULTA 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated SAFETY & HEALTH PROVISIONS Basin/D ryw e I I N C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2". A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 Door Number - - Light Pole q_/CL CENTER LINE No NUMBER pack spaces solid with mineral wool or approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable '- " Elevation Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other Benchmark CDMA CODE DIVISION MULTIPLE ACCESS 9. In all cases, drawings shall not be scaled for )information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with CEM CEMENT o must be verified in the field. applicable laws, ordinances, rules, regulations, and lawful orders of public authorities Partition Type Tag Fire Hydrant CLR CLEAR (ANCE) OA OVERALL bearing on the safety of all persons and / or their protection from injury. The Contractor shall CLG CEILING OC (o.C.) ON CENTER 10. All new materials and installations shall be in accordance with the manufacturers latest erect and maintain, as required by existing conditions and performance of the Contract, 2 x � Ceiling Grid Sign CMU CONCRETE MASONRY UNIT OH OVERHEAD COAX COAXIAL CABLE OD (O.D.) OUTSIDE DIAMETER � printed specifications, and with all applicable code requirements reasonable safeguards for safety and protection, including erecting temporary barriers, _ posting danger signs and other warnings against hazards, promulgating safety regulations CNTR COUNTER OPNG OPENING _ 11. All work shall be performed in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites, spaces, and utilities. COL COLUMN OPP OPPOSITE No. DATE SUBMISSION coNc CONCRETE 0 7/27/21 ISSUED FOR REVIEW ELECTRICAL& MECHANICAL trade shall cooperate with other trades to facilitate job scheduling and completion. LIE GEN D: CONST CONSTRUCTION B. All necessary precautions shall be taken by the Contractor, throughout the course of the Field Weld Smoke Detector CONTR CONTRACT (OR) P 1 2/9/ 1 REVISED PER ATTORNEY COMMENTS 12. Proprietary names identifying items of work are used to designate the standard of 2 12/9/21 ISSUED FOR FILING p ry fy' g g project, to ensure that: Weld All Around CPT CARPET PCS PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. 1. Safe and proper ingress and egress from the building and all project areas will be 1/4" Weldirg Designation ® Sprinkler Head CT CERAMIC TILE PL PLATE O P CTR CENTER PL LAM PLASTIC LAMINATE 13. Each contractor shall be responsible for any damage to adjoining remaining areas as a maintained. CORR CORRIDOR PNL PANEL result of his work, and shall repair damaged surfaces to their pre-existing conditions or as Fillet Weld PP POWER PANEL may be required to complete the entire scope of the work. Weld size ® Hung Exit Sign D PSI POUNDS PER SQUARE INCH y q p p 2. Fire protection and life safety components within the building will be properly maintained. DB(S)/(dB) DECIBELS) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be patched and finished, as necessary, to match Wall Mounted Exit DEMO DEMOLITION existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be Sign DEPT DEPARTMENT R spread out if placed on framed ceiling or roof members. Loads shall not exceed theDIA (0) DIAMETER RAD RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning up their design live load per square foot. Provide adequate shoring and or bracing where Duplex Receptacle DIAG DIAGONAL RD ROOF DRAIN work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be structure has not attained design strength. DIM DIMENSION REF REFERENCE NO. DATE REVISION free of all debris and broom clean upon completion. Quad Receptacle DL DEAD LOAD REINF REINFORCED DN DOWN REQ'D REQUIRED KEY PLAN: 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless AREA OF WORK 16. Where applicable, clean all floors, walls, doors, mise, glass, etc. leaving job free of dust agreed to in advance, in writing, with the property owner. DP DAMP PROOFING RF RADIO FREQUENCY MATERIAL LEGEND:, � Light Switch DR DOOR RFCC RF CONCEALMENT POLE and debris, prior to project completion. DTL DETAIL RFG ROOFING 5. Building security shall be maintained in order to prevent unauthorized entry to the DWG DRAWING RIP RETIRE IN PLACE -�.. - 17. Existing equipment and materials to be removed, which are not required to be relocated premises and /or secured portions thereof. : Emergency Light (Existing ) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) or retained by the owner, shall become the property of the contractor and removed from the '" ' Concrete RM ROOM`w mat iwn.. Tneeaxu premises. 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during E Ro ROUGH OPENING E - Emergency Light (New) EA EACH 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 construction, unless agreed to in advance, in writing, with the property owner. Steel Section EIFS EXTERIOR INSULATION FINISH SYSTEM S days, air entrained from 4% to 5%. 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Pendant Flood ELEC ELECTRIC (AL) ELEV ELEVATION S SOUTH �r- work broom clean at the end of each day. �� /��y Undisturbed Light 19. Elevation 0'-0" is a reference of the existing grade height. Notation to heights will be ��i /� EMDED EMBEDDED SCHD/SCH SCHEDULE Earth/Soil Smoke Detector EMERG EMERGENCY S from this elevation, unless otherwise noted. � D STORM DRAIN a Stone/Gravel ENCL ENCLOSE (ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containing EQ EQUAL SF SQUARE FOOT materialGaly. s) encountered throughout. If existing asbestos containing material is encountered Steel GratingExc EXCAVATE SPEC SPECIFICATION 1p Existing Fire Extinguisher ETC ET CETERA sIM SIMILAR during the work, report this immediately to the Verizon Wireless construction manager for � New Fire Extinguisher EXH EXHAUST SPR SPRINKLER remediation. X x x x x x x X Galv.Steel Diamond � EXIST/(E) EXISTING SS SQUARE (S/S) STAINESS STEEL X X X x x x x x 21. Large scale drawings take precedent over small scale drawings. Detail drawings take X X X X X X X X Plate a New 4' Pendant Light F STD STANDARD precedent over large and small scale drawings. Brick Facade , FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE 22. The Contractor shall be responsible for documenting existing conditions prior to start of Supply FD FLOOR DRAIN SUSP SUSPENDED work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION of existing damaged items, not specifically noted on construction drawings. Provide copies Z Return FE FIRE EXTINGUISHER T of this documentation to the architect & Verizon Wireless Construction Manager at start of FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall APPLICABLE CODES FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FACILITY NOTES FLR FLOOR (ING) THK THICK (NESS) at their own expense. FP FIREPROOF TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION ORIENT POINT 2N 1. New features labeled as such; all else existing or future by others. ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES N FPSC FIREPROOF SELF-CLOSING T.O. TOP OF 23. In the event of a discrepancy between drawings and specifications or between drawings AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION FT FEET T.O.S. T.O.S. (TOP OF STEEL) GENERATOR REPLACEMENT p Y g p g bring the discrepancy to the architect's attention immediately, in writing, for clarification. 2. The existing public utility wireless communications facility will be unmanned and will be OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL FTG FOOTING TYP TYPICAL visited approximately once a month for maintenance purposes; therefore it is not anticipated to GOVERN THE DESIGN. THE FOLLOWING CODES ARE NOTED: G U 24. The Contractor shall take no advantage of any apparent error or omission in the generate additional traffic. ■ BUILDING CODE OF NEW YORK STATE 2020 GA GAGE, GAUGE UL UNDERWRITERS LABORATORIES contract documents. in the event the contractor discovers such an error, or omission in the ■ EXISTING BUILDING CODE OF NEW YORK STATE 2020 GALV GALVANIZED UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 40N ROAD contract documents, the contractor shall immediately notify the architect. The architect will 3. No additional parking is required for the existing use, as this is an unmanned site. ■ MECHANICAL CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT (OR) UON UNLESS OTHERWISE NOTED MWe IY M957 then make such corrections and interpretations as may be deemed necessary for fulfilling ■ PLUMBING CODE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY the intent of the contract documents. 4. No solid or liquid waste will be produced by the existing use, as this is an unmanned site. ■ FUEL AND GAS CODE OF NEW YORK STATE 2020 GHz GIGAHERTZ ■ FIRE CODE OF NEW YORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. 5. No water or sewage facilities are required for the existing use. ■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE ■ NFPA 70, NATIONAL ELECTRICAL CODE (NEC) 2020 GPS GLOBAL POSITIONING SYSTEM VIF (W.F.) VERIFY IN FIELD GENSMAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final close-out photos documenting all installed equipment, ■ NFPA 58, LIQUEFIED PETROLEUM GAS CODE 2020 GSM GLOBAL SYSTEM FOR MOBILE VZW/VW VERIZON WIRELESS mounts, connections, etc. of the completed installation at the antenna level including model 6. There will be no commercial or retail signs, nor special lighting for the new site other than TELECOMMUNICATIONS numbers, down tilts, etc. to the Architect upon completion minor maintenace lighting at the proposed equipment cabinets beneath the equipment weather CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL w _ canopy. W WEST DATE: JULY 14, 2021 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. ■ AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 21-14738 EGRESS NOTES CONCRETE. HC HOLLOW CORE WD WOOD DRAWN BY: MM ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: CONSTRUCTION,ASD,15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BY: TM - Final redlined As-Built drawings 1. Maintain legal exit access for aces being interrupted b construction. Provide 60" main ■ 2017 ICC Al7.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. HT/HGT HEIGHT W/o WITHOUT 9 9 p 9 P Y f" ;��SCACE:" AS NOTED - All third party inspections results aisles and a min. of 44 secondary aisles for employees to exit space in case of an ■ TIA/EIA 222-F (REV'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE), STRUCTURAL STANDARDS HM HOLLOW METAL WWM WELDED WIRE MESH FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HP HIGH POINT WWF WELDED WIRE FABRIC DRAWIN NO: - clear digital photos on disk or via email emergency when working within buildings. Maintain aisles free and clear from obstruction. ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING r �^ 1 Am 00000 - Generator start u report When generators are installed Provide temporary exit diagrams, mounted in conspicuous locations for all to see. p p ( g ) TELECOMMUNICATIONS. HVAC HEATING VENTILATION - Certificate of Electricians Certificate and grounding test verification ■ ANSI T1.311, FOR TELECOM- DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION & AIR CONDITIONING 2. Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the course of construction. Should any of these systems require shutdown, notify the Verizon ;, Y SHEET NO: 2 OF 5 Wireless project manager, in writing, with 72 hour notice. �\ ;'. - `• ';gig.:: :�:< '-^' "�a;;s `•:gym;". 7 7-7777 EXISTING OVERHEAD" w. \ UTILITY LINES FROM UTILITY POLE X35 A R C H I T E C T S \ BEYOND 121 TECHNOLOGY DRIVE, SETAUKET,NY 11733 r P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com o C, •� '� \ REDA o \ �E R� o tr�� ✓ 'yam" Ole 9p 0 /• ��0� _ /• ¢PSV s. O 6' CONSUL ` PROPERTY LINE, TYP. / ' O NYSDEC Freshwater Wetlands /•' 1 o EXISTING -( /•• Fj�p BUIOLDING 'ORAGE �� Q� ./ (� OA101, V. oil <)% NO. DATE SUBMISSION �• EXISTING C�`'G 0 7/27/21 ISSUED FOR REVIEW MARINAe 1 8/3/21 REVISED PER ATTORNEY COMMENTS 7 // 2 12/9/21 ISSUED FOR FILING / r !w\ �� / • /// , W � / � I,% CLOSEST DISTANCE BETWEEN LIMITS OF / . `FS�q, '� o ss /3 CLEARING AND WETLANDS Qc EXISTING c EXISTING VER WIRELESS EQUIPMENT AND oN ice♦ •m �o coTRANSFORMER, METER �,v� / GENERATOR MOUNTED ON EXISTING ELEVATED �.' AND DISCONNECT �� GALVANIZED STEEL PLATFORM. SEE 2/8-100.00 /'• s� ,/��• �, T o�o � ��',�� / FOR MORE INFORMATION /' /,/�/•/ �' �y� EXISTING RESTAURANT AND NO. DATE REVISION /•' fi .S s3 ^� MARINE FUELING STATION >.e /•' /•!/• �,��'p O a, 40 + ', KEY PLAN: \ 9� `'�Sj�� / ,/� AREA OF WORK EXISTING OF COMPATIBLE /•• �/� /./ cp. `�` 99;`�� \,yq y� / CONCEALMENT POLE WITH /' g / / /• S/� / •///•/ A?, : �/� � /+ • � CEDM IIRCn ROFD(PVf RU.EOE EXISTING 20'-0" EXTENSION / • / Q'�, olp _ rn, r olp t�. / / LO,®iBEMHSAFEFARO UN � 00, (Pi,t'M.I.M'D FAC➢l'IlRtiYE tTYI EXISTING •/ DO '� Jti MARINA .. 7., 4Z r �ODc vc$ r / / CLQ Q� s� NYSDEC i al Wetlan� r r + r /+ C-)� PFJ\ Iv + �J + ro ?ARo lb 01 to ORIENT POINT 2 ' �3 •' ••, / / BOARD OF I RUSTEES 2 s + TOWN OF SOUTHOLD GENERATOR REPLACEMENT / A-100 / /+ DATE Tki4a -P-4 !4 zozz- / 40200 MALI ROAD 01 '+ W11957 EXISTING BOAT LAUNCH RAMP , 3 s. TLE: ..._ _ p + o° ARCHTECTIRAL SITE PLAN NYSDEC TidalWet/and, ' ��' �� + LATITUDE: 41.15294 (NAD 83) saw 11. LONGITUDE: -72.24419 (NAD 83) DATE: JULY 14, 2021 539'44'40, ,q EXISTING BAY ENTRANCE ELEVATION: 5- +/-AMSL (NGVD 29) PROJECT NO:: 21-14738 D� TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: MM EXISTING SHORELINE ZONING DISTRICT: 1000 CHECKED BY: TM \ 9q ZONING DESIGNATION: MARINE II SCALE: AS NOTED DRAWING NO: 0' 20' 40' 80' "1 00000 ARCHITECTURAL SITE PLAN 1"=40'-0" S F 1 SCALE = 1 40'-0" NORTH SHEET NO: 3 OF 5 a" "." EXISTING VERIZON WIRELESS ICE BRIDGE WITH EXISTING VERIZON WIRELESS GPS UNITS MOUNTED EXISTING 7/8"� ANTENNA CABLES > "" . �. 57.1 TO EXISTING WEATHER CANOPY 3 EXISTING TRIPLEXERS MOUNTED TO EXISTING VERIZON 1 :E" ' 1' WIRELESS ICE BRIDGE EXISTING CANOPY POST, TYP. ii EXISTING DUAL BAND RRHs MOUNTED TONI •,•.la'; 'n. }4"41;::„; .'• `3.0 w\r.,..5-•. I L; EXISTING UNISTRUIT FRAME (STACKED) EXISTING VERIZON WIRELESS 10KW I .„ r <- _ f�i TO BE REMOVED AND REPLACED WITH NEW 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ">°"_`:' : .' `__,.• }�.' :f';f - °< EXISTING VERIZON in �' —; ;__-� � � r—" r__-; �--- i , ; WIRELESS SECTOR ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM ` tY•• ' ANTENNAS AND DASHED LINE REPRESENTS EXISTING x x x x x x x x x x x x Lem— x x x x EXISTING DIPLEXERS LESSEE WEATHER CANOPY ABOVE /'— A R C H I T E C T S MOUNTING WITHIN `` ` '' "I I � ' '"' >•a.sa.u. x 121 TECHNOLOGY DRIVE SETAUKET NY 11733 EXISTING 89 —0 RF x� '" - / t 4 >$t$ ; le p q q i NIIIIIIII� tl I' fi F! CONCEALMENT POLE. I r 'L .�.�n•• ,. .-, $ n.Jl ,� -I;. '.�.��.� -�'`' ,i lq1111 uit'- n°I' �' P. 631.689.8 50 1 F. 631.689..8. 459 � www.wfcaia.com • ` Tuuftt tl.ill atn��TTln�°[� a- e j'J `---- J t IBI�IIIIIIP g �,i t�I�t 11IJV11 Otnl®It t gg t c NDER a x EXISTING VERIZON WIRELESS STEEL STAIR y! i `I ( I F x I I r t ~ EXISTING 89'-0" I ;1^{ r t t t t RF CONCEALMENT ? POLE. I .� �BIIb4ot` DELTA DELTA DELTA CABINET CABINET CABINET NEW Ia 50KW DIESEL F N -- GENERATOR X I x CONSULTANT: �� fr ,`t l NEW W12X26 STEEL BEAM TO BE INSTALLED UP I �� t t �i t f \ (LENGTH AS REQUIRED). SEE DETAIL I �.� x 3/A-100.00 FOR MORE INFORMATION 411 X x EXISTING EXTERIOR FIRE EXTINGUISHER CABINET ATTACHED I l TO EXISTING PLATFORM RAILING / x EXISTING DC GENERATOR x DISCONNECT TO BE REMOVED x x x x x x �x x x x c�� x x x x -�e�L- x x NO. DATE SUBMISSION 0 7/27/21 ISSUED FOR REVIEW EXISTING VERIZON WIRELESS HELICAL PILES (t20' DEEP) EXISTING DELTA CABINETS AND EXSITING DELTA BATTERY CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP f " CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT 1 8/3/21 REVISED PER ATTORNEY COMMENTS PLATFORM WITH EXISTING WEATHER CANOPY ABOVE 2 12/9/21 ISSUED FOR FILING EXISTING VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM EXISTING LESSEE TELCO CABINET TO EXISTING MESA _+ x EXISTING CHAIN LINK FENCING WITH PRIVACY SLATS SPAN CABINET WITHIN EXISTING AT&T COMPOUND k EXISTING FLOOD LIGHTS MOUNTED TO EXISTING CANOPY POSTS, TYP. EXISTING POWER PANEL/ATS TO REMAIN ENLARGED EQUIPMENT PLAN °� 8" 1'-4" 2'-8" 2 SCALE = 3 8" = 1'-0" �1 0 0 NORTH NO. DATE REVISION 3 8 =1 -0 ' KEY PLAN: AREA OF WORK EXISTING VERIZON WIRELESS 7/8"0 ANTENNAS CABLES ROUTED WITHIN EXISTING CmAR MROH ROAD(PVT RB�7 CONCEALMENT POLE EXISTING 13'-0" HIGH CHAIN LINK FENCING WITH PRIVACY SLATS RA>zPARHAM 10 W IiNT B&1.I I STAT 61'AB6l E - EXISTING VERIZON WIRELESS 10KW DIESEL DC GENERATOR TO BE REMOVED AND REPLACED WITH NEW 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM —�x - EXISTING 1-1/2"x3/16" SERRATED GALV. STEEL GRATING. z EXISTING VERIZON WIRELESS GPS UNITS MOUNTED TO EXISTING WEATHER CANOPY NEW GALV. STL. 16GA. DIAMOND PLATE ¢ z ¢ EXISTING DELTA CABINETS AND EXISTING DELTA BATTERY ACROSS NEW STEEL DUNNAGE UNDER CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT NEW GENERATOR, AS REQUIRED a w z PLATFORM WITH EXISTING WEATHER CANOPY ABOVE F- LiJ ¢ ,--, n ce z rn z 4z EXISTING AT&T FENCED IN EQUIPMENT AREA TO REMAIN En Z z NEW W12X26 .,.. .. . z d w Q EXISTING TREES TO REMAIN v N 3 z EXISTING W12X26 BEYOND z U o N � � � / NEW 2-1/2"X2-1/2"X5/16" t t9 c9 ¢ ¢ �. z z CONTINUOUS STEEL ANGLE t� ,t BOLTED TO NEW W12X26 W/ 1/2 O J ¢ ,• BOLTS, 18 O.C. z — — c� 0 0' X V r ;j' e:.:. I` W �• �; _ ori LL ti W < N O O — W W N ?:: A : W a •, GALV. STEEL L4x4x5/•15x6 CL CLO o . p :�:a TYP. F LONG CLIP ANGLES 0 C� � — - :_ _''_ ! 2 PER CONNECTION IC M ,:t` ( ) :. Ri�NT POINT 2 CD O O Z <r N uq. GENERATOR REPLACEMENT o cc to o o W M 00 n OD 00 00 co 1✓n O t- /(= ROAD I I RM, W M957 ' o o 0 0 0 0 TITLE: LT T i T T T E E E E E E E = E E E — i EAST ELEVATION AND 0 L L_J L - - -H ENLARGED EQUPMENT PLAN EXISTING FENCING NEW FENCING DATE: JULY 14, 2021 PROJECT NO: 21-14738 DRAWN BY: MM EXISTING VERIZON WIRELESS HELICAL PILES(f20' DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE r.. CHECKED BY: TM CAP SCALE:. AS NOTED XI DRAWI G NO: 0' 1'-4" 2'-8" 5,-4" 00000 STEEL DUNNAGE DETAIL A— ALI EAST ELEVATION 1 3 - SHEET NO: 4 OF 5 SCALE = 3/16" = 1 '-0" 3/16"=1'-0" SCALE = 1-1/2" = 1 '-0" ALTERNATOR SPECIFICATIONS COOLING �� SPECIFICATIONS: ALTERNATOR: • NEMA MG1, IEEE, AND ANSI STANDARDS COMPLIANCE FOR RADIATOR SYSTEM: 49-STATE CALIFORNIA TEMPERATURE RISE AND MOTOR STARTING. ENGINE SCAQMD MANUFACTURER: KOHLER • SUSTAINED SHORT-CIRCUIT CURRENT OF UP TO 300% OF THE RATED TYPE: 4-POLE, ROTATING-FIELD CURRENT FOR UP TO 10 SECONDS. AMBIENT TEMPERATURE, 'C ('F)* 50 (122) M� y ; EXCITER TYPE: BRUSHLESS, RARE-EARTH SUSTAINED SHORT-CIRCUIT CURRENT ENABLING DOWNSTREAM CIRCUIT ENGINE JACKET WATER CAPACITY, L (GAL.) 4.5 (1.19) ' PERMANENT MAGNET BREAKERS TO TRIP WITHOUT COLLAPSING THE ALTERNATOR FIELD. RADIATOR SYSTEM CAPACITY, INCLUDING LEADS: QUANTITY, TYPE 12, RECONNECTABLE 4, SELF-VENTILATED AND DRIPPROOF CONSTRUCTION. <" ` • WINDINGS ARE VACUUM-IMPREGNATED WITH EPDXY VARNISH FOR ENGINE, L (GAL.) 12.3 (3.2) ,: ry :. 110- 120/220- 240 V ENGINE JACKET WATER FLOW, LPM (GPM) 125 (33) 120 (32) VOLTAGE REGULATOR SOLID STATE, VOLTS/HZ DEPENDABILITY AND LONG LIFE. HEAT REJECTED TO COOLING WATER • SUPERIOR VOLTAGE WAVEFORM FROM A TWO-THIRDS PITCH STATOR INSULATION: NEMA MG1 AT RATED KW, DRY EXHAUST, 37.8 (2207) 41.3 (2352) MATERIAL CLASS H AND SKEWED ROTOR. KW (BTU/MIN.) HEAT REJECTED TEMPERATURE RISE 130-C, STANDBY SPECIFICATIONS: ALTERNATOR: TO AIR CHARGE COOLER AT d" BEARING: QUANTITY, TYPE 1, SEALED RATED KW, DRY EXHAUST, COUPLING: FLEXIBLE DISC PEAK MOTOR STARTING KVA: 35% DIP FOR VOLTAGES BELOW AMORTISSEUR WINDINGS: FULL ( ) KW (BTU/MIN.) 12 (682) 8.4(477) a „ 480 V 4P7BX (12 LEAD) 180 WATER PUMP TYPE CENTRIFUGAL t VOLTAGE REGULATION, N D 480 V 4P8X (12 LEAD) 261 FAIAMETER, INCLUDING BLADES, MM (IN.) 597 (23.5) NO-LOAD TO FULL-LOAD: CONTROLLER DEPENDENT r ONE-STEP LOAD ACCEPTANCE: 100% OF RATING 480 V 4P10X (12 LEAD) 275 FAN, KWM (HP) 1.8 (2.3) UNBALANCED LOAD CAPABILITY: 100% OF RATED STANDBY 240 V 4Q7BX (4 LEAD) 113 MAX. RESTRICTION OF COOLING AIR, CURRENT 240 V 408X (4 LEAD) 121 INTAKE AND DISCHARGE SIDE 240 V 4Q10X (4 LEAD) 144 OF RADIATOR, KPA (IN. H20) 0.125 (0.5) A R C H I T E C T S *ENCLOSURE REDUCES AMBIENT TEMPERATURE CAPABILITY BY 5°C (9°F). 12.1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 ENGINE ENGINE ELECTRICAL OPERATION REQUIREMENTS P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ENGINE SPECIFICATIONS: 49-STATE CALIFORNIA ENGINE ELECTRICAL SYSTEM: 49-STATE CALIFORNIA AIR REQUIREMENTS: 49-STATE CALIFORNIA ENGINE SCAQMD ENGINE SCAQMD ENGINE SCAQMD ,� �QED'�RC 10ER MANUFACTURER KOHLER DIESEL BATTERY CHARGING ALTERNATOR: RADIATOR-COOLED COOLING AIR, � sv ENGINE MODEL GROUND (NEGATIVE/POSITIVE) NEGATIVE M3/MIN. (SCFM) 96.3 (3400) KDI KDI VOLTS (DC) 12 COMBUSTION AIR, M3/MIN. (CFM) 4.8 (170) 4.0 (140) 3404TM 3404TCR AMPERE RATING 90 HEAT REJECTED TO AMBIENT AIR: ENGINE TYPE 4-CYCLE, TURBOCHARGED STARTER MOTOR RATED VOLTAGE (DC) 12 - - ENGINE, KW (BTU/MIN.) 13.2 (750) CYLINDER ARRANGEMENT 4 INLINE BATTERY, RECOMMENDED COLD CRANKING ALTERNATOR, KW (BTU/MIN.) 7.6 (435) DISPLACEMENT, L (CU. IN.) 3.4 (207) AMPS (CCA): MAX. AIR INTAKE RESTRICTION, 269 BORE AND STROKE, MM (IN.) 96 X 116 (3.28 X 4.57) QUANTITY, CCA RATING ONE, 650 KPA (IN. HG) 5.2 (1 .54) 4.2 (1.24) OF N COMPRESSION RATIO 18.5:1 17.0:1 BATTERY VOLTAGE (DC) 12 *AIR DENSITY = 1.20 KG/M3 (0.075 LBM/FT3) CONSULTANT: PISTON SPEED, M/MIN. (FT./MIN.) 418 (1371) 510 (1673) MAIN BEARINGS: QUANTITY, TYPE 5, REPLACEABLE INSERT RATED RPM 1800 FUEL FUEL CONSUMPTION 49-STATE ENGINE MAX. POWER AT RATED RPM, KWM (BHP) 64 (86) 70 (94) DIESEL, LPH (GPH) AT % LOAD STANDBY RATING CYLINDER HEAD MATERIAL CAST IRON FUEL SYSTEM: 49-STATE CALIFORNIA 100% 17.4 (4.6) CRANKSHAFT MATERIAL CAST IRON ENGINE SCAQMD 75% 13.2 (3.5) VALVE MATERIAL: 50% 9.1 (2.4) INTAKE CHROMIUM-SILICON STEEL FUEL SUPPLY LINE, MIN. ID, MM (IN.) 8.0 (0.31) 25% 5.3 (1.4) EXHAUST CHROMIUM STEEL FUEL RETURN LINE, MIN. ID, MM (IN.) 6.0 (0.25) GOVERNOR: TYPE, MAKE/MODEL MECH. (OR ELECTRONIC MAX. LIFT, ENGINE-DRIVEN DIESEL. LPH (GPH) AT % LOAD PRIME RATING 29-0" ELECTRONIC *) FUEL PUMP, M (FT.) 6.0 (20.0) 3.7 (12.1) 100% 16.1 (4.2) FREQUENCY REGULATION, MAX. FUEL FLOW, LPH (GPH) 46 (12.2) 87.4 (23.1) 75% 12.1 (3.2) NO SMOKING SIGN NO-LOAD TO FULL-LOAD DROOP, 5% MAX. RETURN LINE RESTRICTION (OR ISOCHR. ) ISOCHRONOUS KPA IN. HG 20 5.9 17.7 (5.2) 25% 8.3 (2.2 ) 11 FREQUENCY REGULATION, STEADY STATE ±0.5% * ±0.28% ( ) ( ) 4.9 (1.3) DIESEL FUEL " FUEL FILTER NO. DATE SUBMISSION FREQUENCY FIXED PREFILTER 74 MICRONS FUEL CONSUMPTION CALIF. SCAQMD ENGINE = 0 7/27/21 ISSUED FOR REVIEW AIR CLEANER TYPE, ALL MODELS DRY PRIMARY/WATER SEPARATOR 5 MICRONS @ 5 MICRONS © DIESEL. LPH (GPH) AT % LOAD STANDBY RATING CAPACITY 01 1C,4REQUIRES AVAILABLE ELECTRONIC GOVERNOR OPTION 98% 95% 100% 1 8/3/21 REVISED PER ATTORNEY COMMENTS 15.2 (4.0) 2 12/9/21 ISSUED FOR FILING EFFICIENCY EFFICIENCY 75% 229 9ALLONS RECOMMENDED FUEL #2 ULTRA LOW SULFUR DIESEL 50% $106(�31j) oo EXHAUST 25% 4.6 (1.2) U11ING] EXHAUST SYSTEM: 49-STATE CALIFORNIA DIESEL. LPH (GPH) AT % LOAD PRIME RATING 2" HIGH MINIMUM CONTRASTING LETTERS ENGINE SCAQMD LUBRICATION 100% 12.3 (3.2) PLACE A MINUMIM OF (2) NO EXHAUST MANIFOLD TYPE DRY ENGINE SYSTEM: 49-STATE CALIFORNIA 75% 10.6 (2.8) FUEL SIGN SMOKING SIGNS NEAR THE EXHAUST FLOW AT RATED ENGINE SCAQMD 50% 6.6 (1.7) GENERATOR/FUEL TANK AREA KW, M3/MIN. (CFM) 8.8 (310) TYPE FULL PRESSURE 25% 4.1 (1.1) SIGN (GREEN BACK GROUND) PERMANETLEY EXHAUST TEMPERATURE AT RATED KW, DRY EXHAUST, 'C ('F) 490 (914) 471 (880) OIL PAN CAPACITY, L (QT.) 15.3 (16.2) AFFIXED TO FUEL TANK - MINIMUM/MAXIMUM ALLOWABLE BACK 6 (1.8)/ g (2,4)/ OIL PAN CAPACITY WITH FILTER, L (QT.) 15.6 (16.5) PRESSURE, KPA (IN. HG) 9 (2.7) 13.5 (4.0) OIL FILTER: QUANTITY, TYPE 1, CARTRIDGE NO. DATE REVISION OIL COOLER WATER-COOLED EXHAUST OUTLET SIZE AT KOHLER RECOMMENDS THE USE OF KOHLER GENUINE OIL AND FILTERS. KEY PLAN: ENGINE HOOKUP, MM (IN.) 63.5 (2.5) AREA OF WORK EXHAUST RAIN CAP M BiRCR RMD(MRD BD) NOTES: 33.87'' DOOR OPNG. Ism 1. BOTH SIDES OF THE GENERATOR ARE SERVICE ACCESSIBLE WITH EASY ACCESS SERVICE PANELS. K!IQNG 6IAND St.1TE PARY CDB111099fON 2. 6 AMP BATTERY CHARGER. n_ 0 3. 120VAC ENGINE BLOCK HEATER. 0 ° ° 0 °CD ° ° ° E1111111111 4. GENERATOR MUST BE GROUNDED. >=- - ).' 5. SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. •� KOHLER. 6. MUST ALLOW FREE FLOW OF DISCHARGE AIR EXHAUST. ° ° KOHLER. Power Systems KOHLER. ° ° _ 7. MUST ALLOW FREE FLOW OF INTAKE AIR. 8. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR Power Systems Power Systems "- INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. R?OMT®BIA'!�UDYptNnLL.fR f 1 SLAND FA(IlliY VRDYEItn ° e� �e ALTERNATOR ACCESS m� �e o e � PANEL m ° ° AIR INTAKE KOHLER Power.com . KOHLER Power.com ° �.lm60 � . . � so � . Nil \ / o �- REM lI!9I!9I!5 � o 00 0 0 0 0 0 0 0 0 00°° o 0 0 0 0 0o \ / ° ° 0 0 0 0 0 0 r e i AIR INTAKE ! 90.6' 37.99' 86.61' \ 1 STUB-UP 40.94' 100.99' 4 LENGTH 0 o fl u fl U. ° 0 0 0 0 ° ° 0 0 0 0° o TANK NOTES: ORIENT POINT 2" N 10 0 B OF E ® A. NPT EMERGENCY VENT PER NFPA 30 WITH VENT CAPS (QTY 2) GENERATOR REPLACEMENT 0 0 E A B. FUEL FILL WITH LOCKABLE CAP AND 2" RISER AIR DISCHARGE H ELECTRICAL ® D. NORMAL VENT WITH MUSHROOM VENT CAP AND 3" RISER � 4= kM ROAD ° ENGINE EXHAUST o 00' �p j REABOPEN O 0 ~ E. REMOVABLE ENGINE SUPPLY DIP TUBE WITH CHECK VALVE , 67 TO BOTTOM F. REMOVABLE FUEL RETURN DIP TUBE OF&WNY M9 ° ° Do H. FUEL LEVEL SENDING UNIT TITLE: M. BASIN DRAIN GENERATOR FORMATION ° 0 ° o ° 0 0 0 0 ° ° o o° ° N. FUEL IN BASIN SWITCH 14.57" 7976" 1. FULL WEIGHT: 836LBS 0 229 GAL. 1 918LBS Q 275 GAL. DATE: JULY 14, 2021 100.99" 15.16" 63.87" PROJECT NO: 21-14738 DRAWN BY: MM f REMOVABLE CHECKLD'BY: TM 1 \ END PANEL T SCALE: AS NOTED 0 t O DRAWIN NO: r M l 1 0% OA"l 000 GENERA I INFORMATION + A(A I I 1 SCALE = N.T.S. SHEET NO: 5 OF 5 NOTCS. 1 I CONTRACTOR IS TO RESTORE Ah AREA Y.N1CH IS AFFECTED BY THE FLOW1911E FEWG NC4110 OR \ INVAU 111 O'ANY ITEMS AND/OR EOOIPMLNT WITHIN THIS SCOPE OF STAPLED TD PO 1 A L I WC(iK (14-1/2 GA 6•X6-MESO) d 0 1 1 1 ! \ I 2 COMRACTM TO PROVIDE SITE SPECIFIC 51014AGE IN ACCORDANCE WITH --BALES TO&SET \ I VERRON ZESS PROJECT TECHNIGIL SPECIFIGTIONS FCR STTE SICANAGC 1:1 FILTER ABRIC(MIRAFI (SEE SECTION) SEE SCCDGN C STAKES(11ONGRADE CHANNE OF DRANACE 141N OR APPROVED 50 3 ALL TRENCHES TC OC IVWC ExCAVATED TWO BACRFlLLED TO ENSURE CHANNEL OR SLOP[ NATION ( ) EF TH T EX`DNGUNDERGROUND UTILITIES ARE NOT DISTURBED MAKE ALL PVC 1EQUAL)ATTACHED TO JO RS WhTERTIGM TEST PRIOR 70 BACAFlLLING V.7RE FENCING TIES WOODFENCE TO BE ADDLED SPACED 24`C-C POST 4 THE CONSRL'CDON AND rLYCEMLNI OF THE FACIL IY HILL NOT DRAINTOWARD SWFE IN TOP AN MID SECTIOIN I - BUILDING VARE OR INTERFERE WRn PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND EL�H DRAINAGE_F:ANNELS-- nWw(7Yp) '-%2'STAKES CUSTOMARY TRANSMISSION OR RECEPTION Or RADIO,TELE"ION OR OTHER !it'!0 CA-,H BALE POSTS(NP} ) CO IMUNICATIONS SERVICES OR WITH ELECTRICAL TRNJSVISSION UNES COMPACTED l4'x 13 36' 1 PACKTtLL SRAM(&4E5 \ S EXISTING TREES,LOW LYING VEGETATION,TRNLERS AND BOATS W AREA S\ 6`x6'TRENCH- I \ OFI NEW C014SIRJCTIDN TO BE CUWEO PPIOR TO START OF EXISTING°\RhEAD CONSTRUCTION T '7- SLOPE lRN1Y UNE FrOM + UOUSA A C H I T F (; T SILT FDNC mq �RFDE \ \ UTILITY POL /135 SC-ENIIIG TO:HEDNORTH AND WESTE.1 THE NEW COUP.—pECOAREAA. ' RACE \BEYOND 1'_1—HNEII o1.,I,mvr Sr1 AU.I1 N1 117,1]1 1 IT 7 IANCSGIFID,G TO BE KEPT IN GOOD hEALTHY CONDITION AND SHAL BE P oil 6:Nn,101 F 6:l I-8,191 �URNNACE CHANNEL t ' ' \ R_LACES SH U-0 ANY TREE(S)WE AT ANY POINT DURING THE DURATION `6•PENETRATION IMO OR SLOPE COIAnAC1E0 P1,CKFILL + % -\ \ / CROUND(SEE SFNCOTIOON) �,ptdTtQN / / / ro \ OF)THE SITE BE•NG IN u5£ REMOVE ACCUMULATED lV.TETL PERIODIC RIALS ANIS D REQUIREDAS FENCE TO E�1fTENANDD INTO TRENCHO� ' Q�3 \ HAY BALE DETAIL . ' a ERO 7 CONTRA M AS R-5 3 SILT FENCE DETAIL O SCALE NTS / \ \ 1 i DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND / SCALE NTS 1E '� , QQ SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PRCVENT THE / / (•�\ W \\� TW.IJSPORi Or SEDIMENT 10 OFF-SITE AREAS PONDS,WATER COJRSES, NOTE DRAWINGS DEPICT THE INSTALLATION OF hE17 VCRIZON 1WRELEA ANTENNAS.CABLES AND ETC THAT SHALL BE MOUNTED WfTHIN A / � �� CT{NNAGE INLETS,RECWRGE BASINS WCNNDS ETC ACRIAL EROSIOW NEN/20 EXTENSION TO THE EXISTING CONCEALMENT POLE A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEN!YORK STATE / �� \ CONTROL TION PES WILT BE DICTATED BY FIELD[GENERAL AS ---- UCENSED PROFESSIONAL ENGINEER(NOT W=C) SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND / CON BE OB PROGRESSES BUT THE FOLLOWING GENERAL CONDITIONS CONCURRENTLY WITH TIIESC DOCUMENTS ALL SUCH WORK HAS BEEN PERFOIWED BY OTHERS(NOT WFC) 9� SFIALL BE OBSERVED CJNSUITFNT - PROPERTY UNE,TYF�- ` A EXIST11G VEGEATION TO REMAIN SMALL BE PROTECTED AND NYSDEC Freshwater Wetlands / /zlel� \ \• >1I ( REMAIN UNDISTUMIED \ / \ I D CLEARING E GRACING SHALL AS SCHEDULED SO AS TO YlEiLPYDS DELINEATION SHDlM HEREON IS BASED UPON/.SURVEY PREPARED ET / - MIkI CLE TINE SIZE OF EXPOSED AREAE ANG THE LESOTH OF DHE FiAWKINS 1,GEL JAEGER PUC,560 WALT WHITMPN ROAD MELVILLE NY 11747.(631) THATAREAS ARE EXPOSED 732-7777,(VST DOTED NOVEMBER 15 2014 PROJECT NO DIS-0039}SURYEI'ANO E%ISING CTHE LENGII,AND STEEPNESS Orr CLEARED SLOPES SHALL BE'WeILAND DELINEATION ORIGINALLY PERFORMED OM APPJL 6,20D6 STORAGE P� S\�C\ / ``�, // �V" 1 MItvIE11ZED TD REDUCE RUNOFF VELOCITIES OUtL01NG O Z j , 'Y\� { D RUNOFF SPA'y BE DIVERTED AWAY FROM CLEARED SLOPES ' E SEDIMENT SHALL HE TRAPPED ON THE SITE CP�,�1 / / ^g6p�� •-ip' I SPECIFIC MELHOOS A•YD 41A7CR1AL5 EMPLOYED IN THE INSTALLATION AND LT ee9"" NTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE P P Q Q''A IJ IV YORK CUICEUNES FOR EROSION AND SEDIMENT CONTROL' No DATE sDwuslDN 21 SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR PPFRO:'ED EQUAL) NEW VERRON WIHELESS ELECTRIC CONDUITS TRENCHED p. \ S \\ 6 L 5 L B=I EGA RE UIR D 'C THE MR CF N 0 TIXLi! 63ED FOR i'EV'w ` UNDERGROUND FROM NEW VERIZON WRELCSS ELECTRICAL METER .� .(\1 � Q G \iy EXISTING _ n E N E t 8/31b IE1'� R' FIAL NSTALL 5 ° E LOI U S D5 NBA C `�a` �p �/G MIR NA Fa4 THE DURATION OF THE WORK NO SEDIMENT FROM THE SITE SHALL PER ATTOI EY COIAEYTS AND DISCONNECT SUPPORT RACK T°NEIN YERIZON VARELFSS (Y'/�'I. �Jv eV _ ; ''\\ S• / B PERIMES TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR 2 7A2VM LL9FD FOR SING 'f ELECTRIC PANEL MOUNTED ON NEN ELEVATED EQUIPMENT `t' \ •( t 01 /o >D5 PLATFORM CaG R\fir J�/ + 1 ,I: \; o ! _ �IQ u16� ` yP 1 3 GRADED AND STRIPPED AREAS A10 STOCKPILES SHALL BE KEPT _ NEW l4'-0'hIGN%6-0'WIDE EASTERN RED \ ♦ \\ / S�A'viLIZED TYP,000H THE USE OF TEMPORARY EEOING AS REQUIRED — CEDARS AT 6'-0.0 C 7YP OF(9) / * / SEED MIXTURES SHALL BE W ACCORDANCE WITH SOIL CONSERVATION cC �C SERVICE RECGtAMENpATONS, CLOSEST DISTANLE BETWEEN UTAnS OF �9\ 41 DRAINAGE INLETS INSTALLED AS PART Or THE PROJECT SPALL BE CLEARING AND AND WETLANDS , o* 'C�" 6Z` ®�B i4 r- Y\ ` >o Pr OTECTED FROM SEDWEM 5UILDUP THROUGH THE USE OF SEDIME1.T `) EYJSTI'.G •./ _f + Tg4'. BARRIERS,SED�KEID TRAPS.ETC 0.S REQUIRED N4 ,b^ T D DISCONNECT METER �P NEWMOUNTED TED ON WIRELESS TED C LVA CABINETS \ .P4 nNU DISLONN"ECT Ep / 5J PROPER MAINTENANCE OF EROSION CCINTROL MEASURES IS TO BE NOUNTFD ON NEW ELEVATED GALVANRED STEEL 4 ^ - PERFORMED AS INDICATED BY PERIDUIC INSPECTION AND AFTER HEAVY OR �! PLATFORM BEE 2/A-100.00 FOR MORE / \ +XR` �T' EXISTING RESTAURANT AND r �* PROLONGED STORMS MAJ TENANCE MEASURES INCLUDE,BUT ARE NOT NO DATE REVISION 0. INFORMATIOR - -\ \ MARNE F'JELWG STATION `p", /n7 L RED TO CLEANING 0"SEDIMENT BASINS AND TRAPS,CLEANING OR // F R£PAR OF SEOHEM FARMERS CLEANING AND REPNR OF BERMS AND KEY PLAN X99 9-r ri- ` ♦/ f DfyE45'ONS,AND CLEANUIC AND REPAIR OF INLET PROTECTION AREA OF WORK / } CONCEALMENT EXISTING�A'CONPADWIE \ / \ /- fi AP UCTIO AlE MENDS SHALL OC USED TO CONTROL DUST DURING CONCEALMENT POLE WITH t1EY'!20'-0` / CQhSTPUCnON 1 EXTENSION /�\ � � " c•' ♦/ 1= f ' 71 A SABILIZED CONSTRUCTION ENTRANCE SHALL BE MANTANED TO --- e_ I PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL yy STPUCnON ENTRANCE SHALL BE MAN7ANEO UNTIL THE _ -' _ '•t d / ®y 5 EIS FERItAYE TTY STABN.ED APPROVED' 8 SEGMENT PIERS AID OTHER EIOSION CONTROL MEASURES SHALL \ 1 I S - R£M:.'N LY PLACE UO TIL UP/AYU DISTURBED AREAS ARE PERL'ANENTLY // STPBIUZEO AFTE ZEMMENT STABILIZATION,PAVED AREAS SHALL BE `\-,-,aa.••r"�•'-��_�- '! / _ `L CEEANEO AND OP WAGE SYSTEMS CLEANED AILD FLUSHED AS NECESSARY REPRESENTS LIMT3 Oi .F ARWATffi CLFA4WG,GRACING AND I // :'BOqR® OF RUSTEE COI15TgUC11 ACiM7Y -DILUTION PREVINTION NOTE- ,� 1 / GROUND CIS711RBANCE Nv'.7 ._9. :S EXISTING �. J D90N AND SE it'ENTATION CONTROL ALAN SHALL CONFORM TD THE I ,� M.ARINA� /r _J j+ �� , ' P,CSIOY AND SE UAENTATIOY REOU'FEVENTS OF THE NYSDEC SPDES RI4D'-O. , JJ � 11'�� GENERAL'ER'AT OR STORWWATEF GSCHARGES FROH CONSTRUCTION -'' - F-�r' F S®U T, ,®L '1VITY I •IA E, , y�� rr� =f r ♦//+ GO,fL�Q ®�� • r+E COt.TRA OR SMALL USE h:Y BALES,SILT FEIJCE OR OTHER I r Q AP-ROFRUJE LIC,VS TO PREVENT SECIMENT AND DEBRIS FROM•HASHING �I I I TIO I NYSDEC�,dcl Wetlon� ' \ /+ P•`� 1 L '••"_' ETS EROSION CONTROL MEASURES SHALL BE IN ACCORD NCE A9 P r NEW YORK STATE GUIDELINES FOR URBAN EROSION r `{ ♦♦ / QGj�Q G\ '/� /� .WD SEDIMENT C NIPGL 1 T C ,9• ( a`,\.\ 4 \V C /+ �,G_aQ P DATE Tgm��,y q q 7//2_ 1 ALL TOPSOA 0 BE PL.CEO.-T BE FRONDED BY CONTRACTOR ��'�®�� ` '� W/I M1 1 vrr FF i K MFASU -TO PREVENT POLLUTING AIR WITH DUST AND ER \ } 1 • o / \`\\ (\�+ 13 ALL SLOPE GREATER TF+A\13 SHALL RECEIVE EROSION CONTROL STASIUIN 11R C REFEF TO GRACING AAD DRAINAGE PLAN AND I tANOS1A PLAN OR ADDITIOIAL 4YFCRIMTION ^ / • �n / --NES,'12'-0`HIGH%6-0' CE EAST PED CeDArts.0 6- ,Oc Ir 'ORIENT POINT 2' ��y�, � ♦� 1 51(NtV C;.TFR RI�N_OFF VFHAf�FNi RAI) 4 \ / 2 yfCfO ♦/ 11�f'1 SH UBS SHAH=E SETPLUMBrREI.tOVe'F51t._ RUN-OFF r-NERATEO BY THE NVY DEVELOPMENT = 'py♦♦ /+ �i FROM AROUND TOP OF ROOT FAL_LEAVE I 5HALL BE CONTAINED Y'IMIN THE PERIMETER OF THE NEN!CONSTRUCTION / J 4'DE-S-' BURLAP IN PLACE.ROLL BACK 1/3 OF BURL1m d ry\"11 \\ / C ♦/ SHREDGED WOOD (REMOV<.UNLESS SIDOEGRAOABLE) 2.AL COI S RUCTION ON ST-"I-- BE PROTECTED BY IAY BALE AND 40200 MWS ROAD \ CHIP MULCH SACT FENONO PURSUAI'"TO TSE HNIMUM REOUIREMENTS OF THE NY 0l'0♦,C♦ ` / 4'Q 31 � \Y' +- EXISTING BOA 5(ATE STORM WATER DESIGN I'MWAI_THESE FEATURES SHALL REMAIN IN ORM,NY 11957 t2' ' PLACE UM!L n+E CCYSiRUGi10N SITE HAS SEEN PERMANENTLY S:ABJZED J ` ^may,��• \\ + LM1UNC14 SIDES ON Al prc 6'S01L SAUCER 7D PREVENT£10510(. INFORMATION SHOWN HEREON IS BASED UF0 A SURVEY P•tEFARE FY nrLL CJAWKINS WEBB JAEr_E4 PLL°•560 WALT WHITMAN ROAD.MELL'ILLF,�NY 11747, 31 ALL WORK MUST COY=ORu TO FE_MI FLOOD ZONE REOUIREMENTS p'_ ��` '� • +1� W-1)732-7777,(GATED NOVIDASER 15.2014 PROJECT NO.O8- 9P) r ♦� �—EX 5nnc r ARCt9TECTlAtA\L WE PLAN NYSD _ ♦ 101 -- 6ULKN AD `1 1 EC rdOl Wefl - - * j,\ I Lnnn r ,I:s?9:(nADLuI ZONING TABLE Ands ��3-, am ///' -AV - LONGLIUOE- -TLLNai{RAD 831 uY D,2—n S3g•y•4o1Y EvsnNG.11 FINISHED �'�/ �7j\i� Roi• :':I IIH�F,O;FEMLUTS i=2�-Js r^?L'A�nF c 76rirrf'a`,I:' ELEVATION 5 a/-A A:L NGV029 �1= cC7� ENTRANCE GRADE (j` \/:\, ' { I PROJ�,TIA: W-9923 REWIRED NEW TAA Aw N:O SCCROr.75 accr.9 AN3 LOT 91 0R;C1'IN 6Y /I t1' Bq '�!F MG 06t6tCr 'COL �'. c`%ISnNC y.rtREUNC- _� ` ll '` hyo ROLL-_ck .-/f/ -"; �� a'ZBO-56 WX11Ul;}[ANT- JS'/2 STORIES 2D'(69`TOTAL MONOPOLE) CHECKED eY' r{ � JanP t 3-/ x/rNKoE vA.IOH rrARr.Eu / y28e-56 MNvuM FRxr YSFo 5' _-- 694'-7"(LOM^UND) sc sI�TTD DRAWING ND _ - �- §"280-55 NJDAUM REVI tARD 25 197'-8'(coup LINO) 20 a0 'G' �- - .� •� �• --q—p— TITENN+[.BLE d1CX:RL TCPSC'L '_. -�__-_. � yf ARCHITECTURAL SITE PLAN E—E— ELECTRICDtorU1T ^\ TREE PLANTING DETAIL a'�WTH §280-55-ubum 567E YNK,1 .5 7'-3-(COMPO'ND) ' �"� + t _ SP-10 .E::0 � -T/E—T,E- T_c0 a ELECTRIC CONDUIT SCALE = N 7$ THE HATE Cf 5 aS'`80-56 AC'6ECA1C SCc YARDS 150• 250'-1l"(EOM✓=0UNC7 i (r'CR7H SAT N\"1 SCA!E_ = 40`-a` u5 PER YPRO i l DEC 2 0 2021 Por,rd Oi NEW VFRIZON WIRELESS r7E BRIDGE WITH(12)-NEW LEASE 7/B•0 ANTENNA CABLES DASHED UNE REPRESENTS NEW VERIZON AAPELESS WEATHER I (3)NEW VER Z014 WIRELESS AWh DISTRIBUTION BOXES MOUNTED TO NEW U141STRUT 12 RCANOPY ABOVE FR VEig'-0"SITEPRO GRIP-SPAN ICE I - /A-1C4 00 ` BRIDGE KIT(MODEL�IB24D-V)WITH �, P 12 14DV VERIZON WIRELESS NRH UNITS NEW:VERIZON WIRELESS EOUIPI/ENT CABINETS ATOP NEW STEEL DUNNAGE EQUIPMENT � Z-BRACKET TRAPEZE OR ECi:AI--' _ ( ) (STACKED)MOUNTED i0 E- -'^- - - r PLATFORM YI H NEW WEATHER CANOPY ABOVE c F OFTAII /A-tOz 00 NEW UIJISTRUT FRAME ecG DETAIL 4/A-t0 1 -�•-�--�'�� NEW VERIZONI WIRELESS IOKYf WESEL DC GENERATOR WIT11 SOUND ENCLOSURE NEW VERIZCN SWRELESS STEEL STAR SET STEEL ----------- ---- ----------- -- OESELOiMIK�CON7'A EDD'1'ITH EDERATOR ENCILO UREA EE DETAIL GAL I `" I P/E-100,00.PROVIDE A CNV STL SPILL COVTANMENT PAN BENEATH THE 1 —- —— - — (6)NEN'ANTENNA GOA%CABLES SECURED TO ^d;°j _ — __ --— —— `I ) Z-TRAPEZE N'IRJ NEW SNAP-IN HANGERS(TYP) a _ _ It GENERATOR Th xSLEEPER BEWS-�x—x— .f, %—z x� ' O NEW VER170N 1 ` '• —__ I WIRELESS SEC:00 1 > N\ {- •• ' -- ________ Jx 1 ANTENNAS AND(6) I w �I IT;` ISI •I rry•Rgi I�11-1i I ({ Rf^I JD I YR3 VOb , 1 O NEW pIPLE%ERS L� EXISRNf,ATkT EQUIPMENT L I Il;-.II ' r =i' ;I•I;7 --- A R C FI IT E C TS I Z MOUM1TING IWTHIN �a PLATE^Ry 1 O O NEW 20'EXTENSION 21 ftL.114llLOCI LIICIVc yCTAIIKIT,NY llill N �/} OF EXISTING I xl _ ' 1`1,11 d'1NJ10 11 411 Ytv)N.S4 I uv,.nl.�lu,i.ln Z MONOPOLE 11^- �I' ,I' ' + W WATERPROOF SFIJAMf I I( i 9712 I & I 11,.-i L%oDE Imo----T EXISTING 3/4-CHAMFER —' LJ POLE WITH H N7 Z POLE Y4TM NEWSHIEI-TJEO_ .OJ'__ ;•LJ_ _]I� '!i X1_;1_ ,I, !•'- •1 - 20-0"EXTENSION "-LIGHTS F,f6UNTED�IbI �?FROIJT --I�I t (•t�{��'-i� l i� WEATHER CANOPY POS4S 6 ( BENEATH WEATHER I PAINT PORTIONS OF POST TO BE I L9' I CANOPY TYPICAL FCI(3) -- EMBEDDED IN CONCRETE WITH CUT-BACK REEFER TO DETAIL ASPHALT PAINT,TYPICAL t/A-tOb.00 CONSULTANT NEW DC GENERATOR 'i-i' .I_ - ` I' -t"-Y; DISCONNECT-__ II ' II- ' I` JK POURED CONCRETE FOOTING SET PIPE MOUNT I I Taco / AS INDICATED WITHIN CONTRACTOR TO - - -- -- C J_ 'DE-WATER'TRENCH AS REQUIRED DURING III _ t 6 —�- INSTALLATION OF CONCRETE TO ENSURE ___ PROPER INSTALLATION STRENGTH CONCRETE TO •_•I}^1- _ _ ,_a_ a�- ———r rI ACHIEVE A COMPRESSIVE STRENGTH OF 3,0011 z x 1 LBS G 28 CAPS AIR ENTPVNED —%—x—x % x �— f x— —x—z—x ) .nx Z" xx _ 26.-0" -c4•�x- I UNDISTURBED EARTH GRADE WITHIN FENCED AREA TO BE .12'-.- FINISH 2'-0- _ FINISHED WITH 4"CRUSHED STONE NO DATE SVB'.VSSION (4)NEW VERI2ON WAELCSS GP5 UNITS VIDUNTED TO NEW 12'0 SONOTUBE FO^nM`cD CONCRETE BASE I OVER IANOSCAPE FAORIC ,1, 0 7/20/16 BS.OD FOR REVEY7 -� - _ WEATHER CANOPY NEW CHAIN UNK FENCING WITH PRIVACY SLATS , i;_NBnITENT®iiR ALNG CCM91T5 �I NEW 4'-0'WIDE SWING CATE--x�I 2 2/2VP 4SCD F0?H.NG NEW CANOPY POST TYP FOR(6) L ^ -I NEW VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM NEN INSTALL M1EV4 EXTERIOR FIRE EXTINGUISHER CABINET BY JONSECC, -- I VERIZON WIRELESS TELCO CASNET TO EYIS7ING MESA SPAN 14/N JBXE83 OR APPROVED EQUAL ATTACHED TO PLATFORM CABINET WITHIN E%ISTIVG Al&T COMPOUNDI RAIUNG AND PROVIDE":!•RSEN'S•FIRE EXONGUIS4ER MP-20 F (10)NEW',ZRIZON WIRELESS HELICAL PILE1 1 320 y DEEP CAP)SEE PIERS WITH CONTINUOUS CONCRETE PILE CAP)SEE DETAIL 1/A-101.00 N I NOTE COIRRACTOft SHALL TURM1 SH(1) 4 ICE BRIDGE DETAIL 2 ENLARGED EQUIPMENT PLAN 6 UDDER FOLDING TABLE ANO FO DING 2-B CHAIR AND CHAIN f0 PLATFORM RAILING t NO DATE REVISION �^ SCALE = i" SCALE= 3/B- = i'-0" UPON CONSTRUCTION COMPLETIOIN i - e. NORTH KE P nN iAREA OF WORK i' (12)NEN VERIZON l"IRELESS 7/8.0 ANTENNAS CABLES HCUTED W'IhiN EXISTING 4_0. 1 5/b•00 TDP CONCEALIAENT POLE PVL NEW TREES ARO U NO RACK AND SIDES OF NEN!VEPIZON WIRELESS COMPOUND TO MATCH E%STING TREES AROUND AllT COMPOUND REFER TO SITE PLAN O.00 AND DETAIL 21SP-100.00 - - � R HCY4 13'-0'H1G`1 CHAIN UNK FENCING WITH,PRIVACY SLATS ~ Y OE DIAGONAL \ r y BRAC 7S AS (4)NEW VERIZON WIFELESS OPS UNITS MOUNTED TO NEW WD 11 CANOPY ^ REQUIRED.TYP z NEW VraIZO,V JPRELESS EOl11PNEN7 CABINETS AND 10KY!D'ESEL Dc r 0 I GENERATOR WITH SOUND ENCLOSURE SET ATOP NEW ELEVATED � a: GALVh<'2ED Sr°L PLATFORM vts w d u NF14 TREES'BEYOND)AROUND BACK AND SIDES OF NEW VERIZON WIRELESS COMPOUND TO MATCH PLAEXISTING TREES AROUND AT&T COMPOUND REFER TO 517E p6 k vz� N 1/SP-100.00..ND DETAIL 2/SP-100.00 X4 EXIST'JiG Alki FENDED IN EQUIPMENT AREA TO REIkVM Y` �1 TENS ON BAR 1 5/8-TOP RAIL. `ac , •^ Y I f 1-1,UNK FENCE SYSTEM WITH '� ■ O w 3 EY STINO TREES AROUND EXSRNG AT&T CONFOUND TO _ LATCH 411TH ��'��r 1 11 REMAIN t 1 , T PERIAAHEADGE VISION BLOCKING/ v �A� '`:•: i.'r'.� ) �` ANTI CLIMB SLATS l>U{,cS3`• 0 I PADLbCKING PRO IONS { w t•••z aw',, :lS'i:.� 2�w:`;�' �f£gra;i!-7'' ' 2'C GATE LI 1 G _ t E ANC CORNER POSTS ,� O z d o U I o'1'c '`�•,•!> .: ,,(tr �l, ti '+y'�ijcyy•'``>y.+<. J _ I (I - F 2 T/9"00.NRH t6-0- o v O u y•I .:2 rs.."(X' ,' !`` `' - , Xyl"k 2�'y l ? t Y OC MAX SPACING— 4"THK LAYe-'1. O-3/4-- �f x ��'' 2 D BRACE 'ORIENT PONT 2' 'I N l A 47 Mn! `��1' "y✓{ c'y:"�`cfi�'y,"^,c'�:r,�f�v> `J} _ ,Jc kY (TYP STONE OR GRAVEL _0• 1 5/8"BOTTOM RAIL 1 �� •�� _ �� •i {ST 1' "'^ �:y _` ;,... - '2 t`y+.tr r a,�X fii l CCy" q I �, A3 .D cITs E lA RICATYP FILTER a i01 n iSi��'�`5; `^ •�l, - - r'$ti:rlL'�i.'YJ,• I"\ :\'T .• ABRIC TI 4'STONE OR GRAVE,.. 40200 MAN ROAD RAIL ORENT,W 11961 a )N mRE <i%\i/.�� ' ,4 I I I I I I 1 `�'•• < i J— 1 carl iJAL) '•.jJ` �\r '�.- i. 1'-o'e sa4oTusE i I Y � I I• i lrrte j I I I I I '��'" c _ z FURMEO co.cRETE I I' 'v`• EAST FOOIwGS I •I 1 , /'.` '1 I; j ELEVATION, ( I I. ENLARGED EOUPMBJT PLAN AND L LJ L x I I L' 2^6 PRESSURE v )I ( PANT R,"JRTD,S OT_1 {I •w - { i i iz`AotE,n,aEMOFRNEW' III i FENCBdG DETAdS \\\ NEW FENCING I POSE TO 6[ENBECD:01•�1 I, FE11LE LINE- ELY 2LM15 EXISTING FENCIAC _ I I w CLIC K A HT.AL n i I IN co'l Cx A414L1 1 I I / 1 Y• DATE Lt II I LI 1 PA24f TYPICAL I I I 1'-0'0 SONOTURE FORMED PIlO4EC7 10 14-023 10 14EW VERIZON W7RF_ESS Hr CONCRETE FOOTINGS i^/if --- NO' TE. DRAWINGS CEP'CT THE INSTALLATION OF NEW'rPoZON VIAELESS ANTENNAS.CABLES AND V C "HAT W ALL SE MOUNTED%MN A NEW,'iO'EATE1i510fJ iO BEEP/CONCRETE PIERS WITH C047LY000S C04CRETE P'I c FENCE OPENFADRINGS SHALL 8E GALVANIZED ST2 MESH S:AUGE TETT WOOD;PRESSUPE TREATED / \��.'�'+" CHE\ 1 BY AAL i I ThE L%ISTING CONCEALMENT POLE A STRUCTUPV A14ALYSIS$HALL BE PERFORMED BY A NEW WORK STATE LICENSED PRVESSIONAL ENGINEER(NOT VfE:) SIGN'_-U CAP - 2'OPENINGS FENCE FOSS SHALL 3E 2 1/4"I CJISICE-AL-, WOOD STAKE A+a'O C��JJ/ CHC-KED BY_ -- RA AND SEALED DOCUMENTATON"OR T41S'RCRK SI.OJLD BE FILED SEPARATELY AND LONCURREWL/MTN THESE DOCUMENTS ALL SUCH WORK HAS SEEN PERFORMER G44YA5/8'NIZED STEEL,SCHEDULE W TOP AND BQTTCN PULSsiA _ BE 1 5/8"OUTSIDE DIAMETER SCI1EDUlE 40 AENCE POSTS S4h(L NET!CONCRETE MOUTIN4 SCALE AS NOTED ` BY OTHERS NOT W=C) BE SPACED A IAxivUM Cr 10'-0"ACHES ON10E4TER OR:.vn.G ;.DYES Cn' - I ARDWA RE A INSTALL$WING LATE ANO EQUIR TO P OADE NECESSARY w 'I 1LLL��r---, tt Fl 1 �� D ,•-4• 7-a 5'-4' -ATYPICAL FENCE DET IL I C�PLATE CAN UNK ND 1^�TE fiNSTALUED ND0.1 PFOYDE A H' ®®e� ,` _ lJ) _.+- h •'�' ir? T `' 1 EAST ELEVATION v.�t-ti T� 3 _ _ / 1 PNOTESDN PRNM1G G TATS TO MATCH EXISTING 1 d p 3 16• -0• SCAL7_ 1 2"v 1•-0" I - '_NIR tYJ I d' DI DEC 2 0 �' t{ 2021 h(\tom 1''Li'l•7�.,-.. - I i (2)3/4"A325 GALV STEEL BOLTS NUTS AND VIASHERS TYP PER NEW'412 X 26 A-101 I I CONNECTION NEW 1-1/2"0 PILE WITH 70"/12"c I HELICES,TYP FOR(10) (2)GALV STEEL L4z4x5/15x6'LONG CUP ANGLES, TYP PER CHANNEL 1 4 I` 12'xI2'x3/4"STEEL PLATE WITH(2)1/2.0 1244-4. �12"LONG ANCHORS WELDED TO BOTTOM OF �x—x---x—z PLATE PROVIDE HOOK A7 BOTTOM 6 16 NOTE- TOP OF PIER ELEVATION TO BE - Z [s O 12"0 C IN • n • I r SET AS DICATED IN FUNO a Z„ °" #6 DOWELS WITH STANDARD I'a I I n r A R C H I T E C T S 90'HOOK V-6'0 CONCRETE PIED I1 1'!61 TECIINOIOOY O,UVk 1ETAUI'M••uT,•.N1,1.1.7 31 S[5111 1 611 ,•1.,i, (1•)RpiY j 0 / 4"CRUSHED STONE OVER ' I - N,O LANDSCAPE FABRIC TNT' i I IIr. r ' COr6ULTAW- (4)#6 BOTT CONTINUOUS —x—x—x—z x+X—x—gLx x—x xZ�—x NEW N 1-1/2.0 PILE Wgil 10'/12"m `IT ' j H24'x1 b'CONTINUOUS POURED ELICES CONCRETE PILE CAP(20 TON ULTIMATE-MIN \ I (I `) 20•EMBEDMENT) NO DATE SUBNLSITON ` 6'x TED O'STEEL TO CAP + 12"X12"X 3/4'BEARING FIATS, 0 7/TO/b SAFD FOR RE _ BOLTED OR WELDED TO SHAFT I x I TYP (,)PER PIER t erarb PFV=HA ARCPlEY cGR6ITS `J I 2 TRVT7 LSSiEp FOR FUN 1 - , 18'0 SONOTUSE PIER,TYP FOR (1 O) SEF DETAR 1/A-101 00 I FOUNDATION NOTES HELICAL PILE SPECIFICATIONS AND NOTES CONTRACTOR,0 PROVIDE ALL STALLA IO SUPERVISION, TEOR.MATERIALS, FOUNDATION PLAN 0 S' 1-4" 2-8" I ALCM BEARING PLATES IN CENTER OF EACH PIER TOOLS AND EQUIPMENT PR VI FOR REAllARDN UP HELICAL STEEL ANCHOR PIERS AS 2 ALL PIERS TO BE LEVEL WITH EACH OTHER (SFE PIER SECTION FOR METHOD INDICATED ON THE DRAWINGS.RELATED WORK INCLUDING E7CAVATION. Of DETERMINING TOP OF PIER) BACKFILLING,TEMPORARY'PROTECDON AND SHORING AND REINFORCED CONCRETE SCALE = 3/B"= 1-0" 1 3/6_,'-C NORTH NO OAS REVISION 5':ORK } KE,PIAN 3 ALL CONCRETE USED FOR ON-SRS CONSTRUCTION SHALL BE 4,0CC PSI A7 ALL ST IE ENGINEER OPERATING SHALL BE SUPERNSED BY!.LICENSED NEW I AREA OF WORK 28 DAYS AIR ENTRAINED FROM 4-5^n YORK STATE ENGINEER PROVIDING CONTROLLED INSPECTION THE INSPECTOP 4 COMPACT-ON UNDER STRUCTURES,BUILDING SLABS,STEPS,PAVEMENTS,AND SHALL KEEP A COMPLETE RECORD OF PIER INSTALLAIOH OPERATIONS AND A 1 WAX WAYS SHALL BE 95 PERCENT DRY DENSITY COMPLY WITH ASTM D 1557 PIER INSTALLATION RECORD SHALL BE FILED WITH THE APPROPRIATE BUILDING DEPARTMENT NO CONCRETE FOR PILE CAPS SHALL BE PLACED UNDL PIER A-101 , TEST IN EACH COMPACTION LAYER MATERIAL AT EACH COMPACON SITE,OR AT LEAST IN INSTALLATION RECORD 15 APPROVED BY THE BLILDLYG DEPARTMENT EACH 100 CU YDS-OF rA,VERIAL VCLLME COMPACTION UNDER LAWNS TM IN UNPAVED AREAS SHALL BE 85 PERCENT DRY DENSITY COMPLY WITH ASTM D THE CONTRACTOR SHALL SUBMIT AS-BUILAN T DRAWINGS PREPARED,SIGNED D 1567 YORK STATE PRO lo TESSIONAL ENGINEER FOR ALL PIER WORK _ 5 MINIMIZE DISTURBANCE TO EXISTING SSEALEO BY A NEW ITE DURING CONSTRUCTION EROSION 4�-p d'-B' e•_a• CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN MATERIALS I J-xjl CONFORMANCE WITH LOCAL GUIDEUNES FOR EROSION ANO SEDIMENT CONTROL EACH HELICAL PIER SHALL CONSIST OF I-1/2"SQUARE GALV STEEL 51'.V-T - „ __ <o—x—x--x— ANCHOR HELICAL LEAD AND EXTENSION SECTIONS AS MANUFACTURED BY x x 1 CHANCE CO AND SUPPLIED BY EXCLUSIVE DISTRIBUTOR,PREMIUM TECHNICAL ———————— SERVICES.WESTBURY hT YWG3(3Y -- _ _ IIA I(I�I I SYMBOL= klil THE FONIDAT1Jhi LFAD SECTION CONSISTS CF i-1/2'SOLARE SHAFT W TH 3 I I S {- t% I JAI 1 II-{• J t-I'i { I t x HELICAL FORM-e0 PLATES WELDED TO R THE SHAFT SHALL BE SOLID STEEL i ) I V7 1('t,III, T I,� I� III�I WITH ASTM 153 HOT DIPPED GALV COATING THE HELIX SIZES SHALL BE TO'/ I”' 'Ily._II 12X22" 1 (,I II�1�I )' a WY2%26 1!i LJ •n , 1/2'x ADDLE SERRATED GALV STEEL GRATING WITH 12' LtTIG�I l3c; 'IYJI2JL2b .- L J SWDARD SADDLE CUP FASTENERS AND METAL CCATNG I I' _AS MANUFACTURED BY MCNICHOLS.OR EQUAL TYP ALL FOUNOARON ANCHORS SHALL HAVE A MINIMUM TOTAL INSTALLATION DEPTH OF 20'BELO, GRADE AND A MINIMUM INSTALLATION TOROUS OF 4000 R LBS REIT) ALL To ULTIMATE) I i f 1 •I I.I W[yf26 "1111 III I. ALL BOLTS SHALL BE$/.E J429 GRADE 5 ALL WELDING SHALL BE DONE BY I I I II , _- _ ! fl 1. (j -} y L ry - HOTCERDIED WELDERS IN ACCORDANCE NCE ASW Dl i ALL MATERIAL SHALL 6E .., L] V 4 -�IIIII I ' 'I o, ��'�O� MOT DIPPED GALVANIZED W ACCORDANCE WITH A5T1.1 A153 A TORQUE INDICATOR I I "-- ,fi a-- II^^--��------ Wb I !!L( x I'(�I ! 'I •�,I II I+7 BY CHANCE/PTS SMALL BE USED FOR ALL INSTALLATIONS I i 1 EOUIPMENT PAD STRUCTURAL DETAIL-HELICAL PILEII DETAIL-H SCALE = 3/4"= 1' A-1G2 2 � I{'.-I'7 I' ��-,{I, tl' I i'; I _D" I it �! I,, I 'ORIENT POINT 2. A_t01 I I NEW CALV STL ISGA.DIAMOND -+—— �- PLATE ACROSS NEW STEEL DUNNAGE ___ '_I(L -_1 x x x 40200 MAN ROAD UNDER NEW EOUIMMENT CABINETS —z—x x—x x z— —x—x <—z— I �T.NY*67 —�c x—@ x TULL 1 NEW V/12x(26 ___ STWCTMAL GALS,FOLMAiiON I NEW Y412X26 BEYOND—� i +\ I PLAN ADD FRAMING PLAN I NEW 2-t/2W-1/2"X5/16" �,i') i"I kJ CONTINUOUS STEEL ANCLE BOLTED TO NEW W12A26 W/1/2' . )({ ^,I DAIS at,t,27 BOLTS, 18"00 1:.. , NEW 1 1/2'X 3/16" SERFATED GALV STEEL GRATING I _ ATA CHECKED BY � -- � T- DRAwIrtG NO -- ) 1 -• (1•^I••_ _'�/ ,ill ! = 'a 2 DUNNAGE/ GRATING DETAIL 4 STRUCTURAL FRAMING PLAN D B" ,,4 2•_B• :� Q'1 O 1 SCALE 5–T/2"=f'–U' NORTH -- >•i { 1 3/B'vi-0' Sh4T NO t5 ' DEC 2 0 2021 i _ Q. 1 , I DESIGN,FABRICATON,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES,NEL!YORK STATE BUILDING LODES,AND THE UTES EDITIONS OF THE AISC"SPECIFICATIONS FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS:AND THE ASI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS 2 STRUCTURAL STEEL SWILL CCNFORM TO AS1M GRAD'_DESIGNATION A992 GRADE 50(STANDARD STRUCTURAL SHAPES)OR ASDL,, GRADE B(STRUCTURAL TUBING) ALL ROOF STEEL HAS BEEN DESIGNED FOR A MINIMUM TOTAL LOAD OF 50 PSF.UNLESS OTHERSYISE NOTED 17-0'EQUAL EQUAL 3 ALL EXTEPIOR STEEL SHALL RECEIVE AS1N1 A525 HOT-OIpPED GALVANIZED COATING APPLIED AT 1 25 OZ/SO FT. A SHOP AND SIDE CONNECTIONS ON SPECIFICALLY AIS[ EO ON THE S.MATES SHALL BE WELDED 09 MATED ALL BEAU TO GIRDER SHEAR CONNECTIONS - -- SHALL BE TWO-SIDED,V/EB-ANGLE CONNECTIONS PER NSL SFECIFICnT10H5,LATEST EDITION _ _ 1 x—x—x—x—x-Tq- —_x— _x max_ x_x'-" _ � Tx--x—T x',` x—x—x—x T ALL WELDING SHALL COMPL`WITH THE AMERICAN 1YELBY SOCIETY(D IN PECTIOIIAAL WELDING CODE ED PROFS WELDINGNEN SHALL BE PERFORMED BY 1 _ x CERTIFIED WELDERS rtN0 BE SUPERVISED AND INSPECTED I AN APPROVED IRIS AN ON AGENCY ANDS E QUER PROFESSIONAL ENGINEER RETAINED BY THE --+-- _ --- CONTRACTOR SAID ENGINEER SHALL FILEERF ALLRM NECESSARY INSPECTION REPORTS AND THAMENDMENTS.ISO r5 R REOEO BY LOCAL[ODES WITH COPIES TO THE \ � HB W6 X 15 K 'KB W6 X 151^ ARCHITECT ALL WELDING IS TO BE PERFORMED WITH E70%%ELECTPODES,UNLESS OTHERWISE NOTED OR REGUIRED REMOVE ALL ORT,CREASE PALM AND '-_--- BURPS"/THIN 3'OF ALL WEEDS. ALL BFAa SPLICES SHALL DEVELOP THE RILL STRENGTH OF THE MEMBERS BEING JOINED I _ I A R C 1-i ( T E C 7' S a kill", 12 ITI('LINE),(101 VI•I\'R.]CTA\( ALL WELDS NOT SPECADDF IO ALL7 CALLED OUI ON ME DRAWING SPALL BE 7110 A11rAMINA YIELD SIZE AS SPECIFIFO BT THE RISC AWdUAL LATEST EDITION \ � NI b89 Ki3011631„p96iS'3(SEE NOTE Yti FDR AOOTRONAI CRITERIA)7 BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING HIGH-STRENGTH 3/4'DIAMETER(DON),A-32L BOLTS WITH ASTM ABC GALVANIZED COATING SETnIN 13/16'DUMETER HOLES,IN ACCORDANCE WITH THE RISC SPECIFICATIONS FOR STRUCTURAL JOINTS LATEST EDITION MINIMUM WIFE CONNECTIONS)SHALLHAVE(2,BOLTSI x - -- i - -- - B AL TERNATE CONNECTION DETAILS AND BE USED IF SUCH DETAILS ARE REVIEWED AND OF ALL ED BY THE ARCHITECT HOWEVER.THE ARCHITECT SHALL BE THE SOLE JUDGE OF SHALL BE INR',r•ND CONTRACTORS'BIDWO SHALL ANTICIPATE THE USE RI AJ1.QL-ELLS AS SHOWN ON THE DRAWINGS. ANY APPROVED I I \ 1 ALTERNATE DETAIL(S)SHALL BE IVCQRPORATFD INTO THE WORN AT NO EXTRA COST 7D VER120N WIRELESS 9 CONNECTIONS SHALL BE DESIGNED FOR THE LOADS NOICATED ON THE CONTRACT DRAWINGS WHERE MEMBER REACTIONS ARE NOT SHOWN,BEAM! I I I I CGNSUITANf CONNECTIONS SHALL BE DESIGNED 10 SUPPORT A VERTICAL SHEAR EQUAL TO SOTS OF TNF TOTAL UNIFORM LOAD CAPACITY OF THE BEAM,LITERALLY SUPPORTED,OR THE SHEAR OAPA�OF THE VIES.WHICHEVER IS GREATER m m � 10 ANCHOR BOLTS SHALL BE PRETENSIONED TO THE MINIMUM YIELD STRESS SPECIFIED FOR STEEL CONFORMING TO ASTM A307 SPECIFICATIONS � I '� ` � � ,1 _X_]5 � B I 'j, ti INCORRECTLY FABPICATED DAMAGED,OR OiHEPMSt Ir15FITfINC AND/OR WON-CONVORMLYG MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE K a A OWNER AND THE ARCHITECT PRIOR T°PEMEDVL ACTON ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'S APPROVAL AI4D THE CONTRACTOR WILL BE —x— —x—z��xxA—x�q-x—x - x —� —x—x—xZoLx—x FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE VEPrZON%VRELESS x T x 12 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FCR STRUCTURAL STEEL AND METAL DECKING IN ACCORDANCE WITH ALL PROVISIONS OF THE BUILDING \ KNEE BRACE(K9� EYP CODE OF NEW YORK STATF FOR REVIEW BY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK ALL SHOP DRAWINGS SHALL BE STAMPED BY A NO DATE SU6WSSION PROFESSIONAL ENGIN-ER UCENSED IN NEW YORK STATE THE CONTRACTOR SMALL CHECK ALL DIMENSIONS AND ASSUME FULL RESPONSIBILITY FOR ,}\ I 3.0 GALV STEEL COLUMN DIMENSIONAL CORRECTNESS AND RT THE ARCHITECT'S STRUCTURAL DRAWINGS MC NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS CONTRACTOR WITH 6'x6 STEEL GALV SNL, D TfA/tS ESED FOR MEW SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAIANGS FOR THE LOCATION OF HISCELLIVEOUS OPENINGS AND RECESSES BASE AND CM PUTTS,TTP 1 na fEVm,FB2 A1100EY CgY.E115 x�( OF(6)ON STEEL PLATFORM 2 2/2V17 61.ID FOR FLNG9:� 13 TEMPORARY BRACING SHALL UI MENTAINTRODANCEDD WHEREVER N(S)OF S TO ACCOMMODATE ALL LOADS DES/THE ADINSTALLED STRUCTURE MAY BE SUBJECTED TO DURING ��—DASHED UNE REPRESENTS _ CONSTRUCTION,INCLUDING ANY NG AS RE!ILIO THE OPERATIY.AN T SAME SUCH BRACING SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR, MEW CANOPY ABOVE 13 S BE LER IN PIKE,tis LONG AS REOULREO FOR SLEETY,AND THEN REMOVED UPON COMPLETION OF PERMANENT INSTALLATION(S) 14 STRUCTURAL DRAWINGS SHALL BE USLD IN CONJUNCTION WITH ARCHTECTURAI,MECHANICAL,AND ELECTRICAL DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND CMRDWNTE DIMENSIONS,CLEARANCES,ETC WITH THE WORK OF OTHER TRADES THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS COOPERATE WITH OTHER TRADES,PROVIDE A COMPLETE JOB.AND TAKE CARE THAT CMD WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTURAL FRAME ANY DISCREPANCIES SHY_.BE IMMEDIATELY REPORTED TO THE ARCHITECT 15 TOUCH-UP FOR GALVANIZED COATING SHALL BE COLD-APPLIED GALVr YIZED PAINT IN/ACCORDANCE LATH FS TT-P-645 2 CANOPY FRAMING PLAN 0' B- 1-5 2-S' SCALE - 3/8"= i'-C' 1 i � NORTH NO DATE PEVISION KEY PUN —ALIGN ARU OF WCRF NEW 22GA 3'GALV STEEL ROOF DECK ; - __ TYPE NS AS MANUFACTURED BY UNITED STEEL DECK OR APPROVED EQUAL - FASTEN DECK TO STEEL WITH 012 5 S OR GALV STEEL SELF DRILLING TEN T 1- L STEEL PIPE RAI SCREWS m O C MAX i/Z"OD GA 1-6 MAX --- _ I \ HEW GALV STEEL W6x15 HANDRAIL SPLICE(AS REO D) J i/yam L3.3.1/4* CLOSE ENDS x3x1/4'BRACING AT UNDERSIDE OF DECK '`��1+T.v...•- It I •I NEW 6'x6'xlj2'GAL`!.STEEL PUTS 1 SECURED TO NEW V1 TYP ATTR \ •11 I' 3//.'0 A325 NEW .1 l4) GALV Al2ED STEEL GRATE TREADS //J1 I NEW 3.0 GALL' STEEL COLUMN WELDED NEW C IGx153[ALV PIPE 1/2-P TYPSTD �" �- { I TO NEW T/2'THICK BASE PLATE STEEL STRINGER _ r ( ) I NE1Y 5'xT0'xt/2'GALV STEEL PLATE NEW L 'I 4'xH1G/i 6" SR TOE PL 4' - 1/4'y SECURED 70 NRY STEEL DUNNAGE NRH 5"NICK[ALV 1 (4)3/4'P A325 BOLTS(TYP) STEEL ANGLE z 1/4" TDE XA77-1 verizon% FLOOR UNE _ ST'L.CE iA325F BOLTSELEVAl10N n i N I / I '+I (z)3/4• � TOE BaARD BAR A�VERitCAL SECTION'A. n ! t' (TVP) 4'x 1/4- r'1 1 ilk i < 'ORIENT PONT 2' t 1/2-a STD PIPE /� 1 UU -O MAX EA SIDE �- BOLLS I It�mrt j n ; EA SIDE. ' I I ^ I I \ NEP:'/112%26 4MM MAN ROAD G'x2 1/2'xE"LONG 1I— i I,® I, --- ORFM,NY tt957 +ILII a 01 W 1/2'SENT'-P 1/4" \O O NEW 30 GALV STEEL �- (2)3/4'0 CANOPY R2Ab�dG PLAN ___J COLUMN W.ELCrp TO NEW BOLTS TYP AND CANOPY DETAILS 1 C I' i� a/1 1/2'THICK BASE PLATE - (\JIIEW S1TO"xt/ V ' NEVA C10z153 L,'�E.E.P•=L 3" 1 STEEL PLATE SECURED TO NCA'STEEL DUNNASC OFiA^.L DATE 7J. 1A 26W I CORNER DETAIL SECTION X cA•r s 1 A4 LE a- P -b B L 5{m) / /� //;%I'�,F' /j/!/;// i •/ i, //,//„ PROJECT No u.�23 RAILING SPiJCE WITH(4)a/4.0 A325 // (i)3/4"f A325 BOLT 0�- / / //%�/%f'//. ii%>✓i'/:/,'%;�%/;%%, . cRAwN BY sell Ll0 E ENCS CHECKED BY --3/5'TTP WELDED TO FOS/BEeM SCALE AS INOT ^'^'-I 7 ll_T I_�•'__ _. - !� B TYP KLyFFBRAS C PLAN AT CANOPY POST'[' DRAVAVGN0 TVP. RAILING DETAILS CANOPY POST I FRAMING DETAILS 1, -- - ---.". ._ _" 1 SCALE = T �1 �- ,STAIR;DETAIL fE'�- 2 °^, SCALE = T 1/2 T'-C" SCALE _ `.�'i; { I t I' DEC 2 0 rl { 202f •--------..ELLE�O:-,r 1^i i^_., n,•, .- .z __.�� MANIJFA(:IJNtN AY RCAP ANTENNA NOTES ANTENNA PLUMBING DIAGRAM ANTENNA SPECIFICATIONS a DG 20315 -48 Y1F-IGM 320 LBS(TOTAL) ANTENNANOTES: �—" ENJENNA MIFkL FACTJR R AMP ENOL 1573' I 1� 4-Lines 1-Antenna �Og�O C1W,Y063%25GDD I ElecMcaV 1573' 4-Diplexer 2-Ouarplexer iri An(enna Variable Mechanical Antenna 120, t' Antenna Model Ouanti Azimuth Dovmlllt D.—hit Wei hl Cables '+�`}- 1-4 850-Cellular WA ! 7001850-PCS-AWS --- PCS-EVDO WA I I p Alpha 700-LTE CWYVN163X25000 11 60 s D 41 (4)7/B` };" 2 _ Li AWS-LTE SAME AS LTE i 3 0 1I —¢ � - (PCS-LTE SAME AS LTE 0 0 ,� �' \/ii\ BOTTOM MEW A R C H I T E C T S 850-CeIIWar WA I '� . PCS-EVDO' WA 2011 r �� / Beta 700-LTE CVWJ96'+aQSGW I It 240 2 0 41 (4)718' clTLcv4oux3r l`1tIVE 5LTAIIAL1,N111733 AWS-LTE SAME AS LTE I 0 0 x AFRONT NEW SIDE MEN P obi lk lio 1 1 611 6M18459 I°.,.•.Lrn,,.m PCS-LTE SAME AS LTE i 0 0 �� ,{,� V,/ n 850-Cellular WA h ' Y T ---------1 PCS-EVDO WA r Gamma 700-LTE i CWNJM169X15G00 11 350 6 0 41 (4)7/8' AWS-LTE SAME AS LTE 3 O I FRONT 1j PCS-LTE SAME AS LIE 0 0 i O I I I REAR 1, iNOTES. 1 1 ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO I / `•* SECTOR ANTENNA INSTALLATION i Tr•OBBPA ACS; U coNSIniAM 2 PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR�OUMING UP TOA 3-1/2"O D;GALV STEEL PIPE THEI eRACKET L O MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE 0MK909 T Ol I 3 INSTALL GPS UNITS AS INDICATED ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER J 4 ADHERE TO MANUFACTURES MINIMUM BENDING RADJUSAND RECOMMENDATIONS FOR ANTENNA CABLE I 1 INSTALLATION(TYPICAL FOR ALL ANTENNA CABLES) oC�.,,rw 1 �' 2 MAIN DI TRIBUTI N BOX DETAILS 5 PATCH,REPAIR AND RESTORE ANY AREA WHICH ISAFf CTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE 7ACBBPI. 7AC89P' PA PA 1 OF WORK WITH NEW MATERIALS TO MATCH,ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES I 1 _- �„I SCALL" t'"=I t•-t7" 6 ALL CABLE LENGTHS MUST BE V I F TAG BOTH ENDS Of ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING I --- �--. ''Tk FRONT VIEW SIDE ME. TOP VIEW CROSSSAND COUPLER M�NUFACTURIR FS GN.V SEEL NO DATE SUBMASMON COLOR CODE AND SECTOR - 7 ALL EXISTING CABLES TO REMAIN 1 ----'---J»-�- �-T I J MODEL FD9R6004/lC-SL ,� 5,. �Y"�MOUNTING 0 7/20/16 MLED FOR REVIEW 8 CABLE DIAMETER I i-- • A,=Agl PIPE 1 6r3rm fEV&a FER ANCREY COLW4S -c i QPS MANUFACTURER PCTEL 6 5' I I E SECTORS- 7 S°DIA CAB E UP TO 100' �- Tca RRI. L�_`^'p �'MM E10 -06 LBSM SP- C-Hft-26N 2 7ltV'T G.4.g FOR F1dW / } ( ) - e<0 Fltae - 3.2" (2)GALV SECTORS-11/4"DIA CABLE(UP TO 200')63 LBS/FT f06 5 5" 5TEEL PIPE SECTORS-15/8"DIA CABLE(201'OR GREATER)70 LBS - i�- CLAMPS M, N - PRA41E PRA61E N 1j T�NEW DIPLE%ER SECTOR SECTOR 850 LTE-C LTE-A PCS AWS GPS SECURED TO ALPHA WiffE GRAY REO ORANGE PURPLE YELLOW BRO'NNGALV BETA BLUE GRAY RED ORANGE PURPLE YELLOW I FRONT VIS i TOP VIEYI I I MOLT T NG FL TJO DwTE REVJVON ANTENNA DETAILS GNAIAA GREEN GRAY REO ORANGE PURPLE YELLOW I DIPLEX R DETAILS T SCALE = 3/4` - V-0" GP$UPI 1 SCALE= t' _�V-0` KITS AREA o:wDRx y-2'-4 1/2'_+ _ 2--5 1/2'- MANUFACTURER ALL REMOTE RADIO HEAD RRH M UFACTURER ALU REMOTE RADIO HEAD(RRH) (RAH) MANUFACTURER ALU REMOTE RADIO HEAD(RRH) Ij�� ( MOD NiyBEB.B13 RRH4K3Q `700 LTE/850) MOD I t EER B25 RRH4z30(PCS) MODEL NUMBER,B66A RRH4K45(AWS) %UFRELT.556 LAS YlESHS 530 LES 1PEIG1IT.568 LBS 11 7' 118' �._ A 75" es STP �©.I 120" 7�• PL:NFMEW ez- MOUIJTINC ==__ I-� BRArKCT --__ - ALCATEL-LUCEki EZBFo STACKA9LE MOUNTING _E_a - Ci `HOU\TING ({;'T'�- ; �t - _ BATTERY CABINETS SPECIPCAPONS � BRACKET _�>'(ji_ BRACKET 3 �1 'WEIGHT L� Qa�yli>,� � _ �1S R;o�� (__-`,.�` SM�' WITHOUT BATTERIESI-636 LBS �F`T x )J„! 1 '_b�=l.�+} FULLY EQUIPPED F 2528 LBS {L BATTERY(AnjL� �Ik( � T 1 PER BATTEPY WEIGHT13LES ELLY AEW, ver'z®nv 17 0" 11 7' V � b CAPING N C jLJ, �.�; �G` s COOLING FAN C00)ED FRCNT NEW' SIDE MFA lop 4E1J ISOMETRIC RENOERI;JG FRONT MEW SIDE MEW TO P M ! 15051ET'nlf RENDERING FRONT A S!DF`AEW lop V! I ISNJETRIC RENDERING I 11 'ORIENT PONT 2' s i -�= IF—fi� t=`= I E.1-11PPE LUST EAISTING PIPE MUST I E%ISTIvG PIPE HAST -ht,i IFCIjjTT -- NEW SMALL PIPE HOUNT ,2° I�NEW SMALL PIPE MOUNT I� NEN SMALL PIPE MOUNT KIT ` _ I'^ 40200 11�M ROAD KIT FROM MANUFACTURER KIT FROM MANUFACTURER I�FROM l7ANUFACTMER O (ACCEPTS 20-6.0 PIPE) �f{�-�°{,1C5Ly�� l (ACCEPTS 2--8b PIPE) I (ACCEPTS 2'P-6`9 PIPE) i '- - �T,NY 1V57 GL ^�yy C1 NEW RRH WITH SOLAR i{{� kE39 RFH YATH SOLAR l I NEW RRP WtTH SOLAR SPIELD �i I F� 6� i- i i ANTENNA B AT(�I A� j SHIELD TO BE ScCURFD SHIELD OBE SECURED I TO BE SECURED TO NEW GLV Ij _ {{p{ F9 TO NEW GALV 2-7/8% TO•'EW G,--V 2-7/8"0 l 2-7/8'c STEEL MOUNTING P,P, L..-'' EQ Nl�ETA�� STEEL MOUNTING PIPE 1 STEEL MWNTING PIPE I W,TH VANUFACTORERS YAR+JAANU°AGTL'RER'S wfH MANUFACTURER S ° I HARDWARE .. H.i47YJARE �.. 4W4D'YPRE SI.(1JDOOR CABINETS Mme( '-{;- DATE d9,Y 11 2M AIfkTFl-+ICFM 11^HIR4.M wIB�i FRO.IEC7 V- DRAIIN 9Y j (FRQ�2EJ.kJ SIDE ELN REAR=F CHECKED BY iJ' �- I :G:LE. AS�Te�"_'_.- __'-_.__ -r- ..m ,. r.•e-. I I DRAWING NO L� RRH DETAILS _EQUIPMENT CAWNET DETAILS A' 03e00<< SCALE 1%?"=7'-0' I S ur NO ®EC 2 0 2029 -Board t1; TOP OF CAJ40PY h 69'-0't AGL t VIS-- ,1 TO NE{Y CONCEALMENT POLE EX�rENSION TOV-6"f AGL NEW VERIZON WIRELESS ANT N_,;9 _-- CANOPY POST,TYP E%TLND N!0(2) 2' 3'EIrt CCNOURS I FROM OP OF TROUGH AND TERMINATE AT 14BY 1 1/2•P STOPIPE SNEW PAYCAP LAIN DISTRIBUTION yL CANOPY CEILING HANDRAIL WITH<'](7/A•STEEL EXISTING REMOVABLE COVER FOR(AN iENPVS O%ES MOUNTED TO EQUIPMENT CABLE 4oUNTING TOE PLATE MOUNTED TO NEW PLATFORM HANDRAIL CONTRACTOR 1 VFRIZON WIRELESS EQUIPMENTPROVIDE � PLATFORM INSTALLED(NEMA I I TROU10 XiB' GHHI A R C li 1 T E- C T S 1 ITEt.HN0I¢A.1 I]RIVE LT.IIIKPT NI'11731 EXTEND THREE(3) L I'lri1414-501 1,o,GSV Ni59 3•EMT CONDUITS - j FROM TOP OF ri TROUGH AND 610E ELF1 TERMINATE AT BOTTOM OF UPPER TROUGH RC EN[RAT' TNSC04NECT PROVIDE TWO(2) CAB,hET .16.'-b•i AGL 2-I/Y CARS kFR bOUARE 0 6"MIN G"M,IN CATALOG NO HU365R G OF NEIL'VERIZON WIRELESS NNAS I 3s•C O D O NIPPLES AND l'R 187L25 _ MYERS HUBS UNISTRU7 CAP(TYP) --- - - - — - I BETWEEN THE 6OOV NON 0A/E POLE -- RAYCAP BOX AtJD 27 66• UL CIUSIe 1 I 1 THE TOP OF THE I�- 'C-_ ENCLOSURE RATING NEMA 3R STED I I .--II TAN'' x TIL I EXTERIOR TROUGH N e I� CONTRACTOR PROVIDED AND INSTALLED WEATHERPROOF (NEMA 3R) I o'x10Tf6-0• i ORO GHMOUNTED14 UNISrRUT TYP ELEVAl10N PIAN VIEW (31 NEW VE D WIRELESS ANTENNAS AN MOUNTING BRACKCKETS TYP SFF nTTAn I NO DATE SU6NJSSION 1/A1�pt 0000 ' C 7/70YE Isst'ED FCR REVS W MAIN DISTRIBUTION BOX MOUNTING DETAIL �1GENERATOR DC DISCONECT DETAIL IvnAaEYCON6NT5 ' \ lot SCALE 3/4"=1'-0" 3 BULLET2X92NB FtA4B EASRNG CONCENT POLE W171 NEW 20'-0' I o� EXTENSION NEW TELCO/POWER CABINETS I Tm¢ _ Z — MOUNTED TO NEW STECL HAND ryo NO DATE PEVISION RPIL\YIM P1000 UNISTRUT-----\ ppm 0, Z. FEY PUN l Z AREA OF WORK (6)NEI'! LTO BE LEO WITHIN I I ,tW JaA o.su TavLyr LJIYa Ta.e,J NEW CONCEALMENT /ENT POLE EXTENTENS ON SEE •tav an. ¢atdAS D'cTM_3/A-103.00 _ ""`• ' , - L•.,cAwr<aam¢ry Twa.w'++mo ' NEN 1 1/2'c STD PIPE —- - - - - - ' -•_--W � ' HANDRAIL MTH 5'X1/4 • 7'-6 Tachrlmt bp^eHtcotiona ,! STEEL TOE PLATE MOUNTED L'-O'__ TO NEW VERIZON WIRELESSEN1wl<a GmLOM EQUIPMENT PLATFORM MLLnL�g. uwm[wa•maara.l ovdm (2)NEW 7/eb VERIZOh WIREL S MTENNA ww.ra.nuuu a ¢.eaa..a yevaea..m.uaq.n Np F^•., CABLES TO BE ROUTED UP CON EAI_T POLE rzuedcv.lmi,p FROM NEW EQUIPMENT PLATFORM TO I.LW I�EJNALM]9G LMLO Ls4ny. R¢wNl'A 9¢'¢r6Yopav ta.nnm![ l[umai.eulm^¢.w�am pw� -r--O1�-------_-_ rq-e.++Mdt^1•`�M ANTENNAS- 1] Fapm�nlo+a`.Yns-_awss lu Tgnvi�mup.oa't •.txmfre.rs, 19cvNcn.o..•�auh II �nnp4✓�'191ntlF®mu '+9°m. eea.q.P ccs�eu.Fd6a 4rv.n TssrW�wloO M® aeeaf h nno.er-wauu eaw mn .MT a- •�°,aar.."..M,,..evoc I ver'zon%/ �T LVryun CadminllEa)L ' � �mw.v�nm4mtmmmea tum �� ~�x� ua�v..m��e..e�en ttu:e •Lamm Fes^' r..+aro mamvmoa,,amss+wuesn I@I I '� Cabr6Fa6RRY ¢F.npra.ewsaAvlu.hn e,caenaer..mga aA°iM.x�wuaseauw..w..v.w'�uw ' � i I ♦vMedeMcmmn [�tWa�wn¢WWtaN�'+¢-.«exd ( _- _ fm2PG.hctTwaa6Yat.¢M1# ^�n1iAR ra®y�aawIMmu,-u u 1171P I 'ORIENT POINT 2" l•.—_� I --- —� ��..d....,�„�aM a �A. .�M _ ) i— -J FpdtebnbMcrm..m.l ewq G¢W Bae UYCg1551)n•^^Ut51 GTO]1T- �tValaP1 d�A^a�v rsb a'arl Mm I - _—'-^I' 0 MAN ROAD (•_. r I (}I I 4020 '1T,NY 1957 ' A NEW GALV STEEL GRATING _-.-1 —it V2' TITLE uiyavy •ns�var_LY,.." I TITLE 1 _ v DEALS 2 I -- -- - --- -" 15mm _r�_- FRO.-ECT NO J1Y 3 S.! �J < tC E3(SILYG CONCEALMENT POI `�-�` PRO --^---_ 7✓1TJ I DRAWN GY Hq,T 6 St9'-" ° j F�7 n mm I j Ct"a ED 5Y .-.—_ TM T ✓�' �� SCALE TELCO/ POWER PANEL RACK DETAIL 4 LIGHTING SPECIFICATION (ANTENNA OUNTIN DETAIL A` 1 04 ;0 SCALE = NTS ` SG:LE = t'=1'-0" ShEE1no E �T f DEC 2 0 2021 t I ROFyrd iii 1 EQUIPMENT QUIP E T COMPS ON STEEL DUNNAGE ON STEEL DUNNAGE r-NOTE L7 NOTE E4 l * . H-FRFMC am -- (EXISTING) 1 CONTRACTOR SHALL ENGAGE THE SERVICES OI 1200 200 NEW METER(SEE AN UNDERGROUND UTILITY LOCATING CONPAN T NOTE E2) LOCATE ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE EXISTING VtTEP EQUIPMENTt NEW COMBINATION 6' DITCN EXISTING GRe,DE METER LWTJ ENCLOSURE 2 HAND EXCAVATE WITHIN OF EXISTING CONDITION _ /f,- (SEE NOTE E7) UNDERGROUND U11UnES(V I F)MAINTAIN 1d'NI�J T �"- CL EARNICE OR AS DIRECTED BY THE VOF.0 f1ACKFIU AT TRENCH SINLI. I11-FRAME CONTRACTOP TO MAKE ALL PVC JOINTS tVATERT,lHT PRIOR TO BACKFILVNG (NEVI) IFSI � LLIIFTS TO 95 DOIN 12"RY DENSITY R C H I T L71VN4450111 OLIVE iLTAIIhCT,NI 11113 I`AS16R1NNiClI o11 nfN8Ni'71•.,•v.••I.�,NWE'cG ^OIIPACTED SUBGRADE(COLI PACT IN SI URS TD ""859.ORY DENSffY _- OTE f_ —fi"(VIDE IfETAL CORE E 3IEXISTUNG UNDERGROUND WARNING LPSEG TAPE PRINTED WITH E5 _-)-- 1-PHASE "CAUTION BURIED UTIUTY EKTERIOR GRADE TRANSFORMER LINES' I - \ —2Al2 MOISTURE TREATED WOOC A A B v REO DNI.NUMBER OF FLt,NPAJI D KS ELECTRICAL NOTES L__ s'---- —T________— TRENCO'D FOR WIDTH OF CONSU TAN _� __ \ /1 s- \�/�� WASHED SAND IN 6'LIFTS Et PROVIDE NEN UTILITY APPROVED SINGLE PHASE,2004,OUTDOOR COVBMTION METFR PAN/MAIN F,\1j� —PVC CONUJIT lYP CIRCUIT BREAKER(SIEMENS MX10202L1200RLC)LABELED"VERI'A011 WIRELESS' / �J / / 1 ,I=1 CGORDINAIL TYPE SIZE L2 COORDJR47E WITH PSEG TO SET A 200 AMP,SINGLE PHASE MEIEP IN ACCORDANCE WITH CONDUIT WIRE LEGEND - `�j/ _ ,; WITH INFORNUMBER IO CONDORS PSEGS STANDARDS LABEL METER"VERIZON WIRELESS' \j\ / /' y.= F-_ J KITH INFORIUTION 5H0'NN "�r - "INTI-,,. 1 ON ELECTRICAL DRAWINGS E3 GROUND THE SERVICE DISCONNECT PER ARTICLE 250 OF THE W.TIONAL ELECTRICAL CODE —III— I-iIII II -III'-_ AND WITH ELECTRIC AND PROVIDE A 116 AWG SOLID COPPER GROUND WIRE AND 3/4'A 10•GROUND ROCS(2 O PRIMARY AND SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND PROTECTED IT 'I_;' /^I "�-I r I-I I-�-11- TOMPANIES FELEPHONE UTILITY EOUIRED GROUN➢VIRE SHALL BE RUN IN 3/4'SCH 80 PVC CONDUIT YMERE EXPOSED TO DURING CONSTRUCTION i- _,• � I, yI- PHYSICAL DAMAGE MAXI RESISTANCE TO GROUND SHALL BE 5 OHMMINIMUM PROVZEGROUN AND INSTALL B 2-1 2'SCHEDULE 80 PVC CONCUR WITH 3-#4/0 BETWEEN THE TRANSFORMER �J �- ADOInONAL GROUND RODS NOT LESS THAN 6 R APART TO MEET AONIMUM GROUND RESISTANCE O / I-f" 1-i —Wi �� TI UNDISTURBED EARTH AS REOUIRm AND THE NEW SERVICE DISCONNECT - - 1- T- x,11_ NO DATE SUe1NS510H E4 INTEGRATED SERVICE PANEL ISP FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE C 2-1/2"SCHEDULE 80 PVC CONDUIT WITH 3-C4/0+i - Q2 GROUND �,` TTiH —l—_]1--+1-J F- 0 ]lzolw Bsm Fors�VEw ( ) BETWEEN THE NEW SERV,CE DISCONNECT AND 1WN CIRCUIT BREAKER IN THE - L ��I ?II I CONTRACTOR THE ISP SHALL CONTAIN 203 AMPERE UTILITY AND EMERGENCY CIRCUIT ��rTr i'I 7_= R/0!U RL`f5dl fDt ATIOKY CCe4`f:85 BREAKERS,MANUAL TRANSFER SWITCH,AND 42 OLE PANELSOARD ALL HOUSED IN A NEMA 3R INTEGRATED SERVICE PANFL L'Il"'t�� t- I 2 L2V1] BUD FOR FLOG ENCLOSURE ISP SHAL_BE UL LISPED AND SHALL HAVE A SUITABLE FOR USE AS SERVICE COUIPMENT'LABEL UINOMUM INTERRUPTING CAPAGIT+SH-IL BE 22,0'D0 AMPERES FULLY RATED -- CONTRACTOR SHALL COORDINATE WITH PSEG TO DETERMINE THE ACTUAL AVAILABLE FAULTSI- CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF THE SPECIFIED 22,000 AC IS NOT A)EOUATE E5 GROUND THE INTEGRATED SCRWCE PANEL PER ARTICLE 25032 OF THE NATIONAL ELECTRICAL CODE PROVIDE A#6 AWG SCUD COPPER GROUND WIRE AND 3/4"X 10 GROUND RODS(2 ELECTRICAL INSPECTION REQUIRED) GROUND WIRE SHALL BE RLN IN 3/4'SCH 80 PVC CONDUIT WHERE EXPOSED TO - _ PHYSICAL DAMAGE MAXIMUM RESISTANCE TO GROUND SHALL BE 5 CIMS PROAGE AND INSTALL AD TONAL GROUND RODS NOT LESS THAN 6 FT APART TO MEET MINIMUM GROUND RESISTANCE THE ELECIRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF AS REQUIRED CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND BUS ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES Y EG 10KW DC DIESEL ENGINE DRIVEN GENERATOR:ATH NEATY,ERPROOF HOUSING INSTALLED ON I I NO DAM REVRION DUNNAGE GENERATOR SHALL BE FURNISHED AND INSTALLED BY VERIZON WIRELESS KEY PIAN E7 PORTABLE A/C GENERATOR RECEPTACLE FURNISHED"I"ISP COORDINATE FINAL LOCATION 1YRH I —AREA OF IVORK + VERIZON WRELCSS REPRESENTATIVE PRICK TO INSTALLATION 1 ELECTRIC RISER DIAGRAM 3 UTILITY TRENCH SCALE= NTS LINE OF MINIMUM CLEARANCES ENGINE EXHAUST POLAR POWER GENERATOR 1 w MODEL#:822OWCA7 /f { a SERVICE Ver z®n� ! ACCESS HOT AIR EXHAUST j ROWEP - ,):•,, 1 FRONT I DO JJ ^ I © (FOUR SIDES) F 'EL TTI'L UScSF_I {Tae, r—I N 1 I ( L GUARDED JU CC'Ji i\:; y0 AGC `•J1 _ I EMERGENCY STOP 3 I U'J E:JGh\IE - ' �� (: { SWITCH d� Q I IPMO ABLE DOOR 'ORIENT PONT 2° i-LhIC1�R ,JC_.ME '7 'T-1. I �' GUARDED SERVI(�E ACCESS ELECTRICAL 6 coI D yrclGH-(G:f r I' b' LOCKING HANDLE_ n.- I (,001}\Il t AP.%C I T f ,ti I L• PEN ETP.ATION 1&" IN JI_ G\'F., — ?= L„C I AREA sEmRGE b I -- _ 4IrL0p MAN ROAD J'CR:rihif. U4( 1[L. !-'•r ACCESS m I 7=7Q-:7f I i THIS DETAIL DEPICTS GENERAL GROURUING GRO NDINDING KEY NOTES METHODOLOGY FOR TP ANTENNA f T INSTALLATIONS.SFE ARCHITECTURAL DRAVRNGS GPS UNIT AND O MASTER GROUND BAR IMGB)-CALVAHIZED STEEL GROUND BPR BI ELECTRIC,MOTION FOR SPECIFIC RN7ENW:MOUNTING COMP 1'fITH INSULA MOUNT TYPICAL FOR (" (4)AT CANOPY t (/ OD §2/C AWG CREEK INS•.�1IAlEU SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND BAR .O EXTFRIOR GRV'TIJND RING(ECR) L @2 IMG GREEN INSULATED SOLD OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS D p O TO( GB) ALONG EOJ1°VENT LINE FLS IND CATEr NEW WEATHER CANOPY O(I6 AND GREEN INSULTED STM-40ED COPPEP WIRE FROV EDUIPMENT 70 EQUIPVENI W ADOVC Nfl'!VERIZON GRC ND BU55 1 WIRELESS EOUIPMEM \ T PAD Q2/YG SOCIO TIhNEDI COPPER WIRE EXTERIOR GROUND RING(EGR)BURIED 42-BELOW GROONDE.LRING ALL CC NNECNONSOUND RODS 7HA AR"c 0 BEARCAD INCORPORATED AND SPRAYED WITH EXTERIOR COLI-caVANIZED PAL IT A R C III T E C T S NEW T3'P CANOPY #2 AG SOLD TINNEDIICOPPER WIRE FROM UhISTRUT FRANC(CLEC/TELCO RACK)TO EGR I:I TICIhSLICDRI\ SI.-iA 117- G Ni li ©COkOFALMENT POLE GROUNO BFR(TCB) I' ii All OtlA E450 1 1 fill Lva A4191•+w GPS COAXIAL CABLE TO O$2�WG SOLID TINNEDCOPPER VARE FROV ICE BRDGE TO MGB COMMUNICATION II I (�(r' � EQUIPMENT 2 f1•!C SOLID TINA COFFEE WIRE FROM CANGP"CONDUIT SUPPORT TO MCH SEC! ANTENNA GR ND PM (SAGE)ONE BPR PER SECTOR I N I I I AT K CO TIAL GROUND IGTTCGN DO NUT INSTALL ON BENDS ,1• K- L B2 A'NG SOLID TINNED COPPER WIRE FROM EACH ANWAIM MOUNT TO SAGS CAD-W-cLD 10 LJOUNT.TVP- '"-_ p6�WG STRANDED G EEN TRIM INSULATED COPPER WIRE FROM EACH CGK TO SECTOR COMULTAT u 1/2A CO.XwL O ANT NN4 GROUND BA (SAGE) O I \ I TYP JUMPERS N $2 l'✓C SOLD TLVh COPPER'ARE FROM EACH G=S CGK TO SALE &`2 A:C SOUR.TIME COPPER'HIRE FRO14 REMOTE SEOR M.TEMA GROUND BAR A' ROUTED TO CT NCFALSIENT POLE GROUND BAR(iYPIG14 OF 3) l -- I S/BI X DS LONG�COP PER CLAD STEEL THAN AL GROUND LES BURIED 42'BELOW FIN if / 0 © E RODS SHALL, E PIACEG NOi MORE THAN 15'6 NOT LESS THAN 6'APART fF01A pD!A1..EItT GROUND R DS (iYP) I(I -- 1- •• -- ^—_ _- I D 5/BP X 10 (,ONG COPPER STEEL VERT, L,GROUND ROD IN IHSPEC ON LEST I\�—————— ————— OWE BURIED 2 BE�W FW GRADE M OF(2J (SEE 00-AIL S,THIS SHEEi� L — — —`-1 — — — —�1 O(CG�)\T BASEOFCONCEALMENT POLE TOEEII IRAN TGB (M OR EACH CABLE)COIIIIR WIFE FRO�C.GROUND KITS NO DME SUEAIL OON FOR GROUND LEAD TO MASTER I I 0 7/20/N 159ED FOR FEl'EW GROUND BAR G a 21 AWG SOLID TINNED COPPER WIRE FROM NEY'TCB AT CANOPY CONDUIT SUPPORT TO IdVHD PER pTT03EY LGhf1R5 CO RLMAUT POLE fiROUND RJRG EXCAVATE BY HAND FOR THE CONNECTIONS TO 2 y �� FLUNG,FOR A T711E EXISTING IMI SAID GROUND RNG TO ENSURE AND GROUND LEADS 0 O 1 D AMC SOLO ROU COPPER TRE FROM CONCEALMENT POLE GROUND LUGS TO COrS�EAIMENi POLE CITROJND RING(TCR) (ttP OF 2) OTHER CARRIERS ARE NOT DAMAGED V S 2 p LANG SCUD Tla`1NED COPPER WIRE CONCEALMENT POLE GROUND RING(TGR)BURIED 42- 0' 2- O MIN BELOW'GRADE. ONNECTED 10 GROUND R005 THAT TRE INCORPORATED INTO TOR ALL -- / \\\ CO NECTIONS ARE T BE CAD WELLED AND SPRAYED WITH COLLI-CALVAl12ED PAINT (EXISTING) -- F 11 d' AWS SOLID TINA D COPPER VIRE FROM GENERATOR ENCLOSURE TO GROUND RING GROUNDING SYSTEM CONNECTIONS Q COPPER GROUND R005 O If ALSG STRANGEQ GREEN THAN INSULTED COPPER WIRE JUMPERS CORNECTED GROUNDING SCHEMATIC PLAN FRO CE BRIDGE SE NS TO ICE E AT POSTS (CAD WELD ALL CONNED ONS) Cr a V-4" 2•8- — �1�IIIIII�� J NORTH `■1 COPPER GROUND fl00 IN TEST WELL O( AWG SOLID RNN 0 COPPEP Y,1RE AT GALA STEEL STAIR TO EGR(ttP) 2 NO DATE REVILON O SCALP = 3�8 1•-0� 'AWG SOLID TINNED COPPER.111 FROM ULT TO EGR(TYP AT(2)) KEY PLAN 1 � � GROUNDING NOTES AREA OF WOR[ 1 ALL CROUNT)INC SHAD.COMPLY 1YIT11 THE MOST RECENT REQUIREMENTS OF 12 ALL ANTENNA MOUNTING HARDWARE TO BE GROUNDED TO APPROPRIATE ANTENNA GROUND BARS CAST IRON FLANGE AND - -_- .�_-� NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD ROTES AND 13 ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION(E) COVER WITH WORD•GROUND' kill , NEC A1TICLES (LATEST VERSION) MONTHS AFTER INSTALLATION AND EVERY(12)MONTHS THEREAFTER _1ST HTO COVER 2 ALL OETlJLS ABE SHOWN IN GENERAL TERMS ACTUAL GROUNDING INSTALLATION _ AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS IT IS NOT It FOR DISSIMILAR METALS,USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR ASSEMBLY HAND HOLE THE ITEM OF T1NE DRAMNGS AND SPECIFICATIONS TO DEPICT EVERY PIECE OF RET:EEN THE TWO � ,� `iL '`C/`"L llp a � EQUIPMENT AND DE1NL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED 15 AIEfALLiC.CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN \ t _ \ PROVIDE SYSTEMS WITH ALL APPURTENANT EOUIPMET OR COMPONENTS, ACCORDANCE WIM NEC ARTICLE 820-40(A)9 PROVIDE GROUND JUMPER FROM BONDING BUSHING GRADE� ��Y� � ,� `•'�4��--y�y 1 WHETHER SHOWN OR NOT,TO MAKE A COMPLETE OPERATIONAL SYSTEM IN 10 NEAREST Bx USING n 2 VIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS ' �"_ `i/✓)/ ' i COMPLIANCE WITH THE CRITERIA SET FORTH 3 RESISTANCE TO GROJND SHALL BE 10 OHMS OR LESS,MAX CONTRACTORSECTOR ALPHA SECTOR -� SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D&H ANT/MOUNTS AAT/MOATNISS SECTOR ANT/MOUNTS / DEVELOPMENT(515-t61-2969)OR EQUAL NOTIFY VERIZON WIRELESS \, PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONOITIOIRS I _ THAT MAY PRECLUDE OP HAJPER A PROPER AND CORPLIAT GROUNDING K µTEtgU, K AIRLIIU K AVTMiU / f SY>TEM WSAUATAN GROUNDING ARRNJGEMET SHALL BE TESTED FOR L S yypm iS CGK'S D�,P CGK•5 ) •II COIdPUVtC_WITH THE SPECIFED CRITERIA SUBMIT AN INDEPENOEN7 FALL OF �� Y\ ,�\ \ GROUND POTENTIAL TEST REPORT ShOUSE THE CRITERIA NOT BE VET.CONTRACTOR M L TEST LOOP SHALL COORDINATE ALL ENHAVCEMFM VNTIH THE VFRMOIN VARELESS PROJECT MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK, DO NOT CAD\VELD 4 FOR GROB TNG OF EQUIPMENT SHELTER SEE SHELTER MANUF'ACTURER'S 17 Oj O �FTJ• OJ C''`V\''\ TO THREADS ■ LAPIN J OWJ GND EDA DRAWINGS AND SPEC:FlCATIOWS GNT BAR ` \ ��'�®� CARIE TO ROD CAD - ' \t 5 SEE GROUNDING SCHEMATIC FOR ANTENNA GROUNDING REQUIREMENTS WELDED I -I 6 ALL CON NS ARE 10 BE MADE T BARE METAL THOROUGHLY PREPARE p CONTACT SURFACES TO ENSURE A PROPER CONNECTION(I E FILE PLANTED ') 1 AREAS) PRGVIVEE COATING OF AN ANTIOXIDANT COMPOUND(NO-OX,OR EOJAL) TOP 0•VOWPOlE SECTOR SECTOR SECTOR `� 1 i ON CONTACT SURFACES OF ALL CONNECTIONS ALL BELOW GROUND ALFHA BETA GAMMA CONNECTIONS A•!D EXTERIOR CONKECRONS TO EQUIPMENT SHALL BE CAD 80770Y OF MONOPOLE MULTI Fw-onj ULTI GROUND ROD COPPERWELD WELDED AND SPRAYED WITH COLD-GALVAN12ED PLAT ABOVE GROUND LLi/'S K CGK'S CGKS 3/t'0 A 10•-0'LONG •O'[�v' rOIIv, L CONNECTONS SHALL BE CAD WELDED.GROUND LUG,OR COMPRESSION FITTED I FOR GROU14D LUG.USE STXNLESS STEEL HARDWARE CONSISTING OF TWO HOLE \ LONG BARREL LUGS\'ATA A LOCK WASHER THAT SHALL BE PLACED ON IHC NUT t'OT G OG MONOPOLE GLAD B0.R R'2 J:NG SOLD ND RING I� i 7 ALL METAL OBJECTS WITHIN 6'SH..LL BE GROUNDED'BACK TO THE EOUIPMCNT AT6T GROUNDING S"dI AR —• EX ERIOR GROUND RING 1 GROUND RING'FJITH 12 AWC INSULATED`SOLID TINNED COPPER SPIRE T S GLEN!SNR FILL I :h; 8 Al BEN -CURVES,AND CONDUCTOR SPLICES SHALL BE TOWARDS THE o- \ 4=MAN ROAD GROUND S etRON(GROUNDED END)OF THE CONDUCTOR AND SHALL MEET OR NCEAUdG �'NY�57 EXCEED MIN.MUM BENDING WM)II GROUNDING CONDUCTORS)'6 AND LARGER SECTOR ALPHA SECTOR BETA SECTOP GAMMA P 0 - POLE aII` _ SHALL HAVE A MFVRNUM SENDING RADIUS OF IY GROUNDING Lor:oucrolTs kfi AT CABLES AT LADLES ANT LAELES ELEC/iELCO PACK NSP LION HAND HOLE �� AND SMALLER SHALL HAr A tlINIA/UlA 6EhDNG RADIUS OF 0" MULTIPLE IV1Y BE PRECAST 1 GROUND NOT @ 3 CONCRETE OR PVC AND iI \\ TATE. 3 UNLESS OTHERWISE NOTED GROUHOUJG CONDUCTORS SNA.L BE O OK 0 SHALL BE A MIKIMUH OF RODS EQUIP F T2'10 X36'DEEP' I F� {) A BETWEEN EXTERIOR ITEMS AND EATS LAID FROM SECTOR ANTENNA GROUND CCXS CC1S LTY•S CARS._ _\" GROlk�3NG ORMATbN Beni TO 704ER GROUND BAR.02 SOLID,TINNED.COPPER D M ITS \ •, a 1 _ 1 B BETWEEN GROUND KITS A PAPS-g6 STRANDED GREEN G THWN CISULATED COPPER CENOu1gR V \ OA1F ALY A 2716 \ /` -� L EXRTROH CROWD RJlG-X2/0 CONT'UUCUS SOLE, TINNED COPPER ~+.N + L DRAWN RAWNBYO MIAV-LFII 10 CPS TPAHSMISSIW!UNES SHALL HAVE AT LEAST(1)GROUND KR INSTALLED AT \� DRAWN BY THE VY,V'E GUOE ENTRANCE PORT BISIEN(Y+TM9 +O _ CHECKED BY TIA 11 PROODE ALL NECESSARY GROUNDING KITS AND HARDWARE AS REQUIRED (SEE%ERIZON CO\DUBS(SEE ti ' / -- .,- ' CCAU.P.;F 1 S_tLE A JfOP_D VARV_ EMC NEERIRG STA40ARu5(IATE51 VERSION)FOR ADDITIONAL GRGL'XOHG GROUNCLNG NOTE§15) - - \— j DRAWING N'k 1 7 A ---_ }- 'T+ "�'"I( t IRFORWTION AND SPECI:'CATdhNS) B W � � ■ 0 ■ �o T �Y ��•��' I • ;�� ~�I-} % -�VL MULTILE P Q .' --O GROUND ROD TE T WELL . tL I _! 2 TYPICAL GROUNDING SCHEMATIC GROUNDLL _ g I SCALE NTS SCAT E T -D' J v I4. DEC 2 0 2021 r.. `T�BoarC{ Oi TI ri' 5 CONSTRUCTION DOCUMENTS FOR WIRi LESS COMMUNICATIONS FACILITY: I I ORIENT POINT 2 verizon40200 MAIN ROAD, ORIENT, NY 1 957 MAY 19 2017 DUD.DiNGDEM rO$YNOFSOUTHOLD A R C H I T E C T S WFC PROJECT NO: 14-10823 121-MCHNOIA10YOBIVE,SFTAUAFTNYnT1l I`1.11 M1Y9 Mid I 16111164845?I e•�.+,.,r aon� SITE INFORMATION PROJECT CONTACTS DRAWING INDEX NiW ISSUANCE REVISIONNOANCIE VERUON WIRELESS SITE NAME -OPIENT POINT 2' APPLICANT NEWYORKSMSA LIMITEDPARiNERSHB' ;91417147371 DWG NO DRAWNGURE d/b/a VFPUON'WIRELESS I f 4 CENTEROCK ROAD ARCHIIECTURAL j WEST NYACK NY 10994 T-IOO.OD 7111E$HED SITE TYPE/DESCFIPIION — WI7HINNEW2000NCEALMEM POLE EXTENSION INSTALL - __-__--_--__-- 7/20/16 2 2/21/17 (31 NEW ANTENNAS AND(6)DIPLEXERS PROF•—GYlHEC MGN EN RISES INC (6311 31}2424 GIQTq+ GENERAL NOTE 7/20/1! _ 2 _ 2/21/17 40200 MAIN ROAD ORIENT NY 11957 SP-10000 W ENCU.NC ARCHITECTURAL PIAN AT GRADE INSTALL NEW EOUWMENI CABINETS.(3)NEW' ROBERT HAASE —__— "—._-- -----_" 7/24/16 2 2121/17 a MAIN CISTRIBUTION BOXES(121 NEW RRHS 14)NEW GPS A-IIDJD FAT7 ELEVATION.ENLARGED EQUIPMENT PIAN AND FENCING DD.Jl3 - CONSULTANT UNITS AND(I)NEW IOKWDIESEL DC GENERATOP ATOP -_--_ ___-_-_"_ --- 7/27116 2 2121/17 TEASING CONTACT RYANMAYBECK (914 714-7371 A-101 W STRUCTURAL DETAILS FOUND..TON PLAN AND FRANJNG PLV4 I 7 NEW ELEVATED STEEL DUNNAGE PLATFORM NEW CRAW I /23116 2_ _2/21/17 LINK FENCE WITH ENCLOSURE AND NEW SHRUBBERY - 'I-2M CANOPY FRAMNGPLWANDCANOPY DETAILS Ino/Id _ 2121/17 2 -- A-10300 ANTENNA INFORMATION AND EQUIPMENT DETAILS 7/0/16 2 2/21/11 _ --F A-104 XI DDNS PROJECTLOCATION 40200 MAIN ROAD -- CONSTRUCTION COMA CT -----KENNYUHIt--------_—"-jb311236-2108 _ __ __ ' - 7120116 2121/17 ORIENT NY 119S7 - -_._._-_____________--_—_ TAX MAP INTO SECTION 15,BLOCK 9ANO LOT I --- FIECIRKAL - ___ TONNG DMIPICT 10CA H4 IFNGROERICOYITACT NHL A./AacCO1JAlD NA.TEED AP (6317684.8450E0l-lS E-10100 RESER DL.GRAAL GENERATORINFOR.ADONAND TREIJCMIIJG COATIS _ J --, _----_ Tr20/16_- 2 2/21/17 TONING DESIGNATION MARNEB E-101 00 GROUNDING INFORMATION ____�-___ I - -- ---------- limns 2 2nv17 _ - NO DATE SUBMISSION LATITUDE <71529eMAD gal PSEG LONG MI=ND C014TACI ----SUS-A BRUCCfe?ZOD ---- (631)3483044 0 7/20/16 ISSUED FOR RiEVFVJ IONGRUOE: -72244191NAD 831 gg/3/16 UED FOpAplY W39.B�I5ELEVATION 5./•AMSL INGVD 29) TONING JUf ISDICtION TOWNOFSOU7110LD VZWPROJECTCODE 21141122470VZW LOCATION CODE' 311 N4 'CORE ANY EXCAVAL COIMIL WITH THE NEN YORK ONE-CALL PROCEDURES • BEFORE ANY EXCAVATION DRIIUNG OR BORING 4 1)ALLCONTRACTORS MUST CALL RTO 10WORKWG DAYS PRIOR TO START OF V2W CELlb PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY - I NO DATE REVISION OPEPA70PS II KEY PLAN 2)AREGIVE ADEQUATE THE CALLERS MUST WAR THE 3 TORSWORKINGRESPOND AS DESCRIBED W NYS CODE 753 AS AREA OFINORK TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESP06ID ' 31 ALL CONTRACTORS MUST PROVIDE AS MUCH W FOPMA7K0N ON THE WORKSITE AS POSSIBLE TO THE ONE CALL CENTER II 4)ITIS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUE57 A SITE MEETING �- r AS TO MAKE7HE WORK LOCA71ON CLEAR TO AILMARK-OUT CREWS _ _ ;D•'q� IdJ S)IF THE PROJECT M TO EXTEND PAST 10 WORKING DAYS ITIS HIGHLY PECOMMENDED THAT THETICKET "V -, "'"ED BEUPDATED EVERY IO WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE 0 `523��-+'10A16�L ) UNDERGROUND UTILITIES ` IL17 Al .. LOCATION MAP KEY MAP Fac, dE.�KE% p-,RnY° La / .. ` -' v Ci_ o'C:J TLC FO'.a,1 T."il • L '- _r;Ilan Ulvd' '1 n _ • •� , l • - 5. ' i'ttl tOF RIYJRf, ,7 /ilt_.. ver-'izon el.,,�• _. ,- 1. 1 ,�7 „� �' ., .fie' {,.'-"� � . ' �' fBilwl6abifRl+.- 'rte t - . "ORENT POINT 2' :LAWi UL 40200 MAN ROAD i CER T FOIE ORec NY 11957 TITLE: TITLE%EET DATE' JAYu206 e ` TTL �'l\ �L. - . - - I• �� f'I PROJECT NO Y73 I d T 1• I 4 ` ' �t • _ �' - C+Ec LLD 6Y Tm ®® Com' 'S y71:9iF SCALE c SITE LOCATION NCRTNSITE LOCATION SCALE.I"='240' NORTH �` '- „1"-r'1?1J3 pRAWNGI.O 1 '� �� 1�-'I 1L--'�� T'•'i 1V"•` VV 11.7 (L. F T 100. I � ) SHEEt NO T CE I DEC 2 0 2021 ! r' f J --.Board C�_�3�,ittF r?)ri �rTLrfTti Qard 411 r GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABOREVIATIONS GENERAL REQUIREMENTS :11AA rJu I L.^,CNC I 1 Information shown on Nese drawnngs is for design Intent only.Verify existing Conditions WARRANTIES :I i F ICG=NG B I J and dimensions in field.Coordinate discrepancies with the architect and/or a ineer Do not 1.The Contractor shall guarantee all labor and materials used In th7cllen _ a/c AIR CONDm NANG IG ISO;NSIDE D GROUMETER 1hg Ne+v 1'1011 POr4bon ,%•'L^ „xf, AC I aCousnca- ID INSIOC LWrETEH _ wale drawings to delermme dimensions period of one(1)year commenting from the dale of final acceptanc >.,,„ ACP 1 ACOUSnCILL PAlIEI INFO INi OflUATIDN ACT i ACOUSTICAL TILE - INSUL INSULATION(0)(ION) 2 a Cao ksh lines,grades and benchmalpl necessary for proper work from given survey 2 The Final date of acceptance is deemed as the date that all requF'O I I•I:r, ADJ ADJACENT ISP INTEGRATED SERVICE PANEL If work shag be eroded and installed plumb,level,square and true and in proper AFF ABOVE HNI FLOOR alignment approvals have been obtained including,but not limited to II••a P 11,•11 -H Ipc rU'1. r` I,r•. ArC ABOVE FIN ED GRADE A Final Inspection F•I Ill.-I I,r AOL ABOVE GROUND IEVFL JC JANITOR'S CLOSET 3 Ali work shag be done In strict accordance with previsions of local,state,federal,laws, B Certificate of Occupancy ALT ALTERNATE ordinances,OSHA standards and regulations wherever applicable.Contractor shall F•rdm•1 A'a,4(,_r -x—x—x- •, (I _ ATS AUTOMATIC TRANSFER SWITCH g coordinate and arrange all third party special inspections required under NYSBC chapter 17. 3 An deficiencles that Came evident during this one 1 p y /' 'III r ALUM I AMERICANrIUM Kw KILOiYAIT Any 9 ()year period shall D@ corrected b 1 ANSI AMERICAN nONhl STANDARDS INSTITUTE �/ C (A,, -IFI.0 :.'I^ I 4 The Contractor shoo be responsible for quantities of work furnish labor,materials and NF—h i 11.•-, I..e Contractor et the ConlractoYs expense Af ANTENNA Ca 1: NI l LAMINATE(D) A R C H I T E C T S equipment required to complete work Flr !--1 r„I,du,l APPJ'D APPROVED LAN LOCAL AREA NETWORK 5. ARCH ARCHITECT RAL) LB(LBS) PCUNDS(S) 11.1 TFC`INnI(70111111\F SETAU1.LT N111711 re Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE j Kr-n•c„•,. 1 AWG rUIERICAN RE CAl1GE LL LNE LOAD 1'fi116'P,HlSOII (,tl fi�9 eiSR luu..u...,:..m, required by governing stale law poor to start of work A.Workmanship shall be of the highest quality and done by employees skilled in the o®� i I”` ❑-: —+— I,•I, , •Jun A� ADVANCED VIIRELESS SERVICES LP Low LOAD 6 Each contractor shall be held to have visited the she and to have verified all existing Practice of their trade LTE LONG TERM EVOLLMON , Conditions prior to submission of bid Notify the architect Immediately and prior to progress ��^,,qct x Ln,I— —,A— f le_t'„,I, I'll" ➢ 1, of work H unusual field conditions ansa B All work which falls to meet the standard as herein described.shall be replaced by the onrlJny eau BASE BANG UNIT MAX MnxIMUM Contractor,at the Contractors sde expense,including the work of others damaged by the A-T ,r.hrr 4'^c mar BD BOARD MAIL MATERIAL 7 The Contractor shall vent'aria be responsible for all field dimensions and Job Conditions, failure or the corrective repairs —^— """'r I vl � BLDG BUILDING MBD/IIBDs MAIN DISTRIBUIIQN BOXES) and shall notify the architect of any discrepancies,conflicts,and/or omissions which would I''"^""c-I L°"�nl BLK BLOCK UECH MECHANICAL interfC Ali Items of work Identified on the drawingsD name,rote,or material designation are IR'.r,� so BOTTOM OF HFR(D) MANUFACTURE procedure e a the satisfactory completion of the work Should the a all lad it follow and Nis new,unless otherwise noted Y 9 —"'— C✓ernc,xd t+h r' BSMT BASEMENT UFA/VANUF MANUFACTURER((S)(D) procedure and Canfinue With the work,the Contractor shall assume all responslblllty and liability arising therefrom 1 r Bis BASE IRAN FINN STATION AIISC MISCELLANEOUS - S,vlm FLe VntlDr V ® �.•(..II BUR BUILT UP R CFINC CONSULTaNi SAFETY 8,HEALTH PROVISIONS Losln/Lry.._11 N B Where pipes,as wall Or low tension spaces upenetratesuch fire rated or sound rated /-� ➢ I NIC NCT IN CONTRACT enclosures such as wag or slab,the spaces around such penetrations shall not exceed 12' q The Contractor shall be responsible far Initiating,maintaining,and supervising all safely nrnd l}o'•c I''r,,e r I tun, '.;I park s aces laid VAIN mineral wool or raved equal on both sides of the rated enclosure v 1-� CAS C-ANTER LINE NO NUMBER p p pp q precautions and programs m connection Math the performance of the Contract The CAB CABINET � NOM NOMINAL to ensure fug firelsound rating in Compliance with the local building code Contractor shall take reasonable precautions for the safely of,and shall provide reasonable „ �Q7 i tib ly r•)le co CATCH Brsiq NTS NOT TO SCALE protection to prevent damage,Injury or loss to employees executing the work and other C A,xr, 1rir,. CDMA i CODE DMSION MULTIPLE ACCESS 9 In all cases,drawings shall net be scaled for Information Dimensions and Conditions persons who maybe affected thereby The Contractor shall give notices and complywnh CEM CEMENT I D must be venfiied In the field applicable laws,ordinances,rules,regulations,and lawful orders of public authorities T,,; TY FN- 11.1,—t CLR CLEAR(ANC€) OA OVERALL hearing on the safety of all persons and I or their protection from Injury The Contractor shall CLG CEILING I OC(o C) ON CENTER 10 AR new materials and installations shall be in accordance with the manufacturers latest erect and maintain,as required by existing conditions and performance of the Contract, ,f _ CMU COAXIAL E IIA o0(0 0) OV15,0E DIAMETER printed specifications,and With all applicable Code requirements reasonable safeguards for safety and protection,Including erecting temporary barters, 2 +:HN q ,,n•I `•I L"I' CMU COUNTER AaSONRv uvm OH OPENING Ito Ing danger signs and other Warnings against hazards,promulgating safe regulations CNTP I COUNTER OPNG OPENING 9 9 9 9 9 P 9 9 ry g No DALE suaMxssioN 11.All work shag at mh tithe In accordance with best standard trade practices.Each and notifying ovmers and users of adjacent sites,spaces,and utilities Col COLUMN I OPP OPPOSITE =LLilmcnl•vl I.IICIIa\fi:Ai COhC CONCRETE I 0 7/A/if Is9EDFORIFVEw trade shall cooperate wIN other b facilitate job scheduling and completion CONST CONSTRucn6N 1 9/3/16 REVISED PER ATrCOEY COMMENTS B All necessary precautions shag be taken by the Contractor,throughout the Course of the In brh it -rwl c U•h^I c, CONTR CONTRACT(OR) p 12-Proprietary names Identifying items of work are used to designate the standard of project,to ensure that /<L'•II:,wv J CPT CARPET I PCs PERSONAL COMMUNICATIONS SERMCES 2 a/2vn ➢Fat Iu1G Construction Items of equal quality may be submitted for the architects review 1 Safe and proper Ingress and egress from the building and all project areas will be 1/4' l trekUnn C•^a:•lnho, ,can,%Irr -Ir"I I CERAMIC TIL[ PL PUTS 13 Each contractor shag be responsible for an damage to adjoining remaining areas as a / CTR I CENTER PL LAM PLASTIC LAMINATE D Y 9 1 9 9 maintained �- CDR I CORRIDOR , PH PANEL result o!his work,and shell repair damaged surfaces to their precxisling condlUons oras '�� I IIIN .,..IU PP POWER PANEL 6,n I ® Hung ,^d SI Jn may be required to complete the entire stype of the Work. 2 Fire protection and Ida safety components Callan the building will be property , ➢ � PSA POUNDS PER SQ(IARE INCH maintained Dols)/({1B) DEGBEL(S)I PVC POLYWIM CHLORIDE 14.Alterations to existing Work Shall be patched and finished,as necessary,to match Willi N,oHnlrr: Y-II DEMO DEMOLITION existing contiguous surfaces or new finishes shown. 3 Structural integrity of the budding will be maintained Construction materials shall be ;Ir❑ DEPT DEPARTMEN I B - spread out If placed on Premed ceiling or roof members Loads shall not exceed the Fu I I O_urinrle CIA(0) DIAMETER I qAD Raows ' 15 At the completion of each workday,each trade shall be responsible for cleaning up their design live load per square foal.Provide adequate shoring and or bracing where I'`'" DIAG DIAGONAL I RD ROOF DRNN work.Rubbish removal shag be done In a dust Inhibitive fashion,and the job site shall be structure has not attained design strength DIM DIMENSION I _ REF REFERENCE NO DATE REVISION free of all debris and broom dean upon Completion Lund d •Ani Girl, DL DEAD LOAD I REAAF REINFORCED 4 There YdII be no creation of noise outside the hours of 8 00 AM to 6.00 PM unless ON I DAMPOWN RED D REQUIRED KEY PLAN AREA Of WORK 16 Where applicable,clean all floors,walls,doors,mist,glass,ora leawng job free of dust agreed o In advance,In Canting,vnth the property owner DP DAMP PROOFING RF RADO FREQUENCY and debris,pnor to project Completion- A1A1 L-NII. A_CCNC' sF Mint .Ylil(r, DR I DOOR II RFCC RF CONCEALMENT POLE DTL I DETAIL RTC ROOFING 1 5-Building security shall be maintained In order to prevent unauthorized entry to the a CNG I GRAYING RIP RETIRE IN PUCE I 17.Existing equipment and materials to be removed,which are not required to be relocated premises and f or secured portions thereof LJ I mc,gr•cr y I;JI'1 (1 1.0'.1, D1YR DRAY/ER I RRH/RRH. REMOTE RADIO HEAD(S) �— J or retained by them shag become the property of ilia Cantr4dor end removed from the � •,C ,A,ctr I RM RCOV premises 6 Water,Gas,Electricity.and other utilities as applicable,shall not be Interrupted during ,1}�► r E RO ROUGH OPENING LJ tin,.r)rn^V u)I f N•v,j EA EACH \ construction,unless agreed to In advance,In Canting,with the property owner. r �! 18-NI cOnttele used for on-SILO construction Shall DB au entrained.minimum 4.000 psi at 26 ® •,i+^I r<i lr.r DFS EXTERIOR IN ULaiION FINISH S1S1E1J S � 1 days,air entrained fmm 4%to 5% 7,There will be no accumulation of dirt and dust.The Contractor shall leave the area of I'omdan( i innd ELEC ELECTRIC(A�) c grade height Notation to heights will be walk broom dean at the end of each day I h,i,:,.rbrd LLyht ELEV ELEVATION - SOUTH 19 Elevation 0'-0'is a reference of the exlslin ligdbl g g CO rt1-/,• I, CMDED EMBEDDED I SCHD/SCH SCHEDULE z1r- r= from this elevation,unless Otherwise noted 1r IF ) I1n.11 r t•'- EMERG EMERGENCY s0 STORM DRAIN ',f••„^,':•nV © EACL ENCLOSE(ENCLOSURE) SEC SECTION 20.Venzon Wireless Mill remove hazardous materials.Including asbestos Containing EO EQUAL S SQUARE FOOT matenal(s)encountered thco throughout.if existing asbestos Containing material is encountered SD t�uhr3 r 1.Ilr.r..n•h' Etc EI CETERA I sna SIMILAR t dung the work,report this Immediately to Ne Venzon Wireless Construction manager for r^`i'Iri Exit EXCAVATE S°EC SPRINKLER remediation rs il+`. -xr' -f„rr H-,,•tr E%H EXHAUST soP SPRINKLER t' - E%ISi/() EXISTINGSQ S drawingsCUME t io. :it^I Inrr'T,'Id ♦ I R 21 Large scale lake precedent over drawings Detail drawings take < SS(S/5) STAINLESS STEEL tl- - F'.nomm IInid £ STD STANDARD precedent over large and small scale dra angs I ri-r f rl:.r 1c• FCC FEDERAL COMMUNICATIONS STL STEEL COMMI22.The Contractor shall be res ns@le fa documenU exisfin conditions nor io star(of ® 7 i x lV FLOOR 5ACN STOP STORAGE ®® PD rp 9 e 11 p FD FLOOR ORAD SUSP SUSPENDED �erizon Y work Documentation shag be In the fon of electronic photographs and Carlton description FON FOUNOAnON of existing damaged Items,not specifically noted on construction drawings.Provide copies Z FE "RE EXTING'ASHER ; of this documentahon to the architect 8 Venzon Wireless Construction Manager at start of FIN FINISH(EO) T TREAD work Damaged items,rol specifically noted arvisually observed In photographs,shall FIXT FIXTURE TEL TELEPHONE j become the responsibility of the Contractor Contractor shag remove,repair antl/or replace FACILITY NOTES APPLICABLE CODES FLR FLOOR(1NG) THK TMCk(NESS) at their own expense FP FIREPROOF TIF TELECONCINICAADIS gDUSTRY ASSOCIATION 'Q�IENT POINT 7 1 New features labeled as such,all else existing or future by others ALL CONTRACTORS WORK SHALL COI/PLY WITH ALL APPLICABLE NATIO FPSC fIREPRCOF ELF-[LDSi IG T 0 70P OF NAL,STATE,AND LOCAL FI FEET T 0 S TOS. TOP OF STEEL ( 23 In the event of a discrepancy between drawings and specifications or between drawings CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION ( ) bring the discrepancy to the archlted's attention Immediately,In writing,for danfiation 2 The new public utility wireless Communications facility will be unmanned and will be visited THE EDITION OF THE ARI ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF FTG FOOTING TYP TYPICAL approximately once a month for maintenance purposes,therefore It is not anticipated to CONTRACTAwARD SHALL GOVERN THE DESIGN THE FOLLOWING CODES ARE NOTED 24 The Contractor shag take no advantage of any apparent error or omission in the generate additional traffic .G u contraU dOCUmenLS In line eVenl1118 COntraCtaf dkcovers 6UCh On afrOf,Or Orid551Dn In the •2015 INTERNATIONAL BUILDING CODE W GAGE,CAUL UL UNDER.VRffEFiS LABORATORIES Contract documenta,the contractor shalllmmedlatel nog the archllect Theardllted will •BUILDING/ZONING CODE FORTHEAHJ STATED ON SHEETT•10000 GALY GALVANgEUj UMTS UAM14RSZL M09'IE TELCCUVLYGGMNS SY5101 40200 MAN ROAD Y ty 3 No addlUonal partung Is required for the new use,as This is an unmanned site •2015 INTERNATIONAL MECHANICAL CODE GC GENERAL COIFE RAM (02) UON UNLESS OTHER1t1SE NOTED ORIENT,NY'11957 then make such corrections and interpretations as may be deemed necessary for fulfilling •2015 INTERNATIONAL PLUMBING CODE GR GROUND FA LT INTERRUPT UPS UNINTEPRUPTEO PO• R SUPPLY the Intent of the Contract documents 4.No solid or liquid waste will be produced by the new use.as this Is an unmanned site. .2015 INTERNATIONAL FUEL GAS CODE GHz GIGAHERTZ •20101NT'eRNAT10NAL FIRE CODE GL G1A55 G' IN Y imE 25 The Contractor Is responsible for obtaining all required inspections 5 No water or sewage facilities are required for the now use •20151NTERNATIONAL ENERGY CONSERVATIDN CODE CND GROUND VCT VINYL CCIIPOS!TE TILE •NATIONAL ELECTRICAL CODE 2011 GPS GLOBAL PO ZONING SYSTEM NF(VIF) VERIFY IN FIELD GEjEl NOTES 26 The Contractor shall forward final close-out photos documenting all installed equipment 6 There Intl he no commercial or retail signs,nor special lighting for the new site other than •NATIONA!FIRE PROTECTION ASSOCIATION(NFPA)70 NATIONAL ELECTRICAL CODE 2011 CSU GLODAL SYS EM FOR MOBILE VZI'!/WY VERI20N wIRCLE55 mounts Connections•eta of the completed Installation at the antenna level Including model g p g g •NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)58 LIQUEFIED PETROLEUM GAS CODE 2014 TEIECOMMU ICAnONS minor mainlerace fighting at the proposed equipment cabinets beneath the equipment weather (FOR PROPANE INSTALLATIONS) GAB GYPSUM e D WALL numbers.dole tills fla m the Architect upon completion canopy I w %,J Si DAIS ALY A 70'1 27 The Contractor shall provide shop drawings for dunnage and Canopy steel fabrication. CONTRACTORS WORK SHALL COMPLY VJTTH THE LATEST EDITION OF THE FOLLOWING STANDARDS d Y7/ AYm A FROJECTNO to S`97J EGRESS NOTES (ACI)316 NG hOLLDAY CORE Y0 VITC, ORAV11J 91 UM •AMERICAN CONCRETE INSTITUTE BUILDING CODE REOUIREMORS FOR STRUCTURAL HCR HEALER WFC WFC ARCNJECTS 28 Prior to the Maj Inspection,the Contractor shag prowde the following to the Architect CONCRETE HOW ”' ARE _ NLI WIRE MESH GrE[rEO:r IM-Final redhead As•BUlll drawings 1 Maintain legal exil access for spaces being interrupted by Construction.Provide 60'/nam •AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AiSC)hIANUAL OF STEEL CONSTRUCTION, HT/HOT HEIGHT l W/0 WITHOUT SCALE ASMNINTHEDITION -All third party otos on ds results aisles and a when of works secondary aisles for employees to fret span a case of an HM 11CLLCVI MP AL Mir WELDED VAR-MESH �111,0 A.NA DARDA FOR(TEFL ANTENN APPLICABLEAINTEN A SUPPORTING S)STRUCTURAL IW RCH POINT YfYR' 1YELOED WIRE F0.9RIC OAAVRhG NO dear diggal photos on dak or Via email emergency when worlung AWNin buddmgs Maintain alder free and dearfrem obswcbon Generetor stall u re ori(Wren enerators are installed Provide tempore exit din.rams,mounted In cons cuous locations for ail tD see. STAND.COM FOR STEELILDING ROUNDI G A D BOND N SUPPORTING STRUCTURES HrG HEAnhc p p g } rt' 9 PI TIA 607.LECOM U141CAIONS BULLDOG GROU\DING AND BONDING REQUIREMENTS FORWAC HE..TING Vr TILATIONCeNficafe of ElecNaans Cemficale end grounding lest venfialion TEL6COh1 31N]CFOR TE d:NR cON�ONING G 102.Malntam exit and emergenq lighting for adjacent oaupled or tenant spaces during the .AN51 T7 D11 FOR TELECOM-DC POWER SYSTEMS-TELECOM EhMRONMENTAL PROTECTION ' ( course of constructor.Should any of these systems require shutdown,notify the Verizon •ANSI IGC At 17 1.2009 ACCESSIBLE AND USABLE BUILDINGS AND FACiLITIES SHEET NO L v Wireless project manager.In writing.with 72 hour notice ■1CCJANSI 1171-2009,ACCESSIBILITY CODE t 1; 1 d C DEC 2 0 2021 f i Board Of Glenn Goldsr, President �o�aS�EFi7(� .Town Hall Annex A Nicholas Krupska, vice President „ ,,` 54375 Route 25 Eric Sepenoski o ` P.O. Box 1179 Liz Gillooly v � Southold, NY 11971 Elizabeth Peeples ��pl ��" Telephone -1892 Fax 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD y a v Date/Time: hyo b " G Completed in field by: Amato Law Group, PLLC on behalf of 40200 MAIN LLC c/o VERIZON WIRELESS requests an Administrative Permit for its existing Verizon wireless communication facility and the replacement of its existing generator. Located: 40200 Main Road, Orient. SCTM#: 1000-15-9-8.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submissiony Administrative Amendment _Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: �r V AAVWlI t '�° arm : � � 6c S&Cly tc�jtVti C9441 h I have read & acknowledged the foregoing Trustees comments: Agent/Owner: � -- Present were: Bredem er X -a4-Da no Prj.-Goldsmith —� N. Krupski V _G.,�s Other 1186-26 DC14969 AM047 �-- -_-., �rr_.__I,_._``.- - -• ---- -• .tee MAP OF PROPERTY i DEC O 202 i •i SITUATE u li L ;'• ORIENT POINT x ` Town Of Southold, Suffolk Co, NY. r Scale 1"=40' Area' 202,276 S F or 4 644 Acres 60r�P� Fc(r�¢+c• a B,—rt CONSTRUCTION DOCUMENTS FOR WIRELESS CQMMUNICATIONS FACILITY: ORIENT POINT 2 _ � verizonN140200 MAIN ROAD, ORIENT, NY 1 11957 �� WAY 19 2617 UUILDWGDUM 1'OSYA OFSOUMOLD 1 A R C H1 T F C T S WFC PROJECT NO: 14-10823 12ITTCi NOI CYDRNF,cr AUAETNY11173 P F.31 h39 wso 1 F nn 698459 1... SITE INFORMATION PROJECT CONTACTS DRAWING INDEX h AI SSUANCE kEV SON NSUANCE DATE — VERIZON WIRELESS SIT NAIVE 'OPIENT PCIM7 APPLICANT O NRX LNEW YYO]SA HIP LIMITED PARINERS1916171m7371 DWG NO DRAIVINGIME d CEMIEROCK ROAD ARCHITECTURAL 14EST NYACK NY 10994 ___ 1 1 (�) SITE TYPE/DESCRIP110N WITHIN NEW 2000NCEALMENTPOLE FXIENSION INSTALL _- _ _ T-700W !TILE SHEET -- I 7/20116 2 2/21/17 131 NEW ANTENNAS AND 16)DIF1. ERS Pa^OPERIY OWNCR MGH A114ROAD IHC (6311323.2626 GIN00 GENERAL NOTES 7/x/16 2 2121/17 602W MAIN ROAD ORIENT NY 1195] —'---------^-------- -------------------- -. ROBERT HAASE SP-100 O0 ARCHREC7URAL SRE PLAN j - -----------------"" AT GRADE INSTALL NEN EQUIPMENT CABINETS(3)NEW —�_— _ - 71,&0/16 2 2/21/17 WAN DISTRIBUTION BOXES(12)NEW RRHI(4)NEW GPS A-IOOJD EAST ELEVATION.ENLARGED EQUIPMENT PLAN AND FENCING OE7.JL5 - '- CO4SUIT.,Ni UNITS AND(?)NEW IOKW DIESEL OC GENERATOR ATOP ______________ -"-' _'-'_'-__'— 7/20116 2 2/2I/I� "___-` '--"'---------- - A IOL pi STRUCTURAL DETAILS FOUNDABON PLAN AND FRAMING PLAN ---- --- -- _ - - - - ---- NEWELEVATEDSTEEIDUNNAGEPLATFORMNEWCHAIN LEASING CONTACT RYAN MAYBECK (91417747371 __— ]/20/16 2 2/21/11 LINK FENCE WITH ENCLOSURE AND NEW SHRUBBERY _ A-IMOO CANOPY FLAMING PLAN AND CANOPY DETAILSI 7/2O116 2/21/)7 _—___._.___ -_—_ _. A-IOJ00 AMENNA INFORMATION ANO EOUIPMD•II DETAILS I 7/2O/I6 2 2121117 .-_-__—__ A-10600 CETa•LS 2 2/21/17 PROJECT LOCATION 60200 MAW ROAD CONSTRUCTION CONTACT ADNNYUHLL (531)236-2108 _ 7/20/16 ORIENT NY 11957 - —_--J---_ ------_ TAX AJU'INFO' SECTION 15,BLOCK 9 AND LOT B 1 FLECTRICAL BONING DLTPICT 1000 M•EIENGRiEER CONTACT NEIL A.MocCONAID hIA.LEED%.P _ E-IWIID _BLEB DIAGRAM GEN"cRATORINFOR.VARON AND TPdJCHING DETAI4S ._---_ - ]320/162 2/21/17 I (6313 669/16.90 EX7115 E-101pi GPOUNDING INFORMATION I ZONING DESIGNATION MARINER ]/.YI/15 2 ?/21/17 NO DATE SUBMISSION 0 7/20/16 WLED FOR REW-V/ _ FSEG LONG ISLAND CONTACT SUSAN BRUCNS163113,&8bOG E OD I 1 0/3/16 IEVMD t<,R AUCREY COAB65 LATITUDE ---- <I 1529<(IUD 631 —�-� LONGOUDE 72 24419 INAD 63) t 2 2/2VV ISSIM FOR FLIG G ELEVATION 5-1.AMSL(NGVD 29) ZONRIG JUPLIDFCTION TOWN OF SOUIIIDLD - - vZY+PROJECTCCDE 201,&1122410 w-� —----- - ! - --_ VZIv LOCATION CODE 311201 •CONIRACTOR SHALL COMPLY WITH THE NEW YORK ONECALL PROCEDURES _ BETORE ANY EXCAVATION DRILU14G OR BORING _____.__— ------.--- ----- 1)ALL CONTR.,CTORS MUST CALL 2 TO IO WORKING DAYS PRIOR TO START OF VZ>V CEIW - PROJECTAND PECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY NO DATE REVISION OPEPATOPS KEY PLAN 2)AFTER CALLING THE CALLERS MUST IED THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS I _ AREA OF(YORK 1 iO GIvE ADEQUATE TIME i0 THE NOTIFIED OPERATORS TO RESPGMO ' { 3)ALL CONTRACTORS MUST PROVIDE AS MUCH W FOPMATION ON THE WORKSITE AS POSSIBLE TO THE i --- ONE CALLCENTEF AP IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING AS TO MALE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS 1 5)G THE PROJECT IS i0 EXTU4D PAST 10 WORKING DAYS 11 L HIGHLY PECOMMENOED THAT THE TICKET BE UPDATED EVERY IO WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE D••5 t --J�L 1IcT.6�C-I \� T 2'^ T I.Y UNDERGROUND UTILITIES 1y.? AT au= J T,T f^R 14F LOCATION MAP KEY MAP I'P-UO 0 I - �- _ a ,,,y_Y. _ - - • Ih,..J.�,.m.•_ r' JI ,r�,:•. L�:..vEc IIIC ' � "- FM;"� E• =�brunL Pr.•Igl+rr s'^- �� /1 - q ``4, - �.. Of_ r'R ..._Ti.0 I'�'N£I RfOf+� � l , L ,,. e(Tp'llibr,i ✓'`�R n Jf - P/ ��'�� MrnbM.Nncn,ndm,. _Mi1.w ri+b.IY�T�+r•.r'r _ 111 T t1 .� n �C��,_f �� ;v d62oo16aAaa�: . ., sa,'', 1l. `, ,h., _ _ ,•--� h gib, h `. l—�_"L _ c ' 'ORIENT POINT!1_A.vrUL 40200 h"ROAD Y ( _ r. CERTIFICATE • a�: •,�' ..}', y�1/. _ - � _�--5� P ,; �%�d i l,r C...._ ;Lh�CY Rn TiTLE S1fET ' -q" Z{ ' _ f• • I I Da:C .il.Y 13,206 i %1873 CHECl-DBT TN n'� - ;f'IIl:SFr SCALE ac7,....._.a-.. -y....... ...-. f LI• i .._v 3 DRavINGI,O 100. +{ I SCALE I'=200' „V6' T SITE LOCATION NORTH SITE LOCATION NORTH�B I EF 1 1_ aloz).-- V ) E f SHFc*tq 3 cL, S 1 I I I 0 E C 2 0 2021 i iy 1a0�1.d U4 Ari .l GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS GENERAL REQUIREMENTS WARRANTIES Cfc.'AAIidC -,ENLI I , 1 Infornatron shown on these drawings Is for design intent only Verify existing condmoos �I F LCGErIG B and dimensions in field Coordinate dlscre noes with the architect and/or a meet Do not 1.The Contractor shall guarantee all labor and materials used In this project for a minimum x A/c I ACAIR CONDRI�NING IG INSIDE D GROUND pa 119 New 1"toll Partition ,�,MI ',f, AC I ACousnCALI ID INFOR TION ER 71, 1 scale dmYMg9 l0 determine tllmeOSlOns penDd of one(1)year rAmlrlBngng from the date of foal acceptance by the diem „r ACP j ACOUSTICAL PANEL INFO INi ORHATIDN II r f ol.^I ---- F i p t,•- I,,, RCT ACOUSTICAL TILE - INSUL INSULATION(D)(IONj / 2 Establish lines,grades and benchmarks necessary for proper work from given survey ADJ I nDJACEKT I 15� INTEGRATED SERVICE PAREL data work shall be erected and installed plumb,level,square and true and in proper 2 The Final date of acceptance Is deemed as the date that all required state and federal I'n 1 r iL n AFF ABOVE FlNI FLOOR approvals have been obtained including,but not limited to alignment II••n ?•I n•n ri; ,{,, J,j. F AFC ABOVE FINI51Eo GRADE A Final inspection F,T.(,(I, L11 AGE ABOVE GR I ND LLFTI JC JANrTORS CLOSET 3 All work shall be done In stnct accordance with provisions of local•slate,federal.laws, B Certificate of Occupancy ALT ordinances OSHA standards and regulations wherever applcable Contractor shall F+I'twI -'J'I,',cr -x—x-x- q,ll, ('+ - - A75 :UTORLAIC TRANSFER SYrtrCH $ ANSI ALUMINUM Kw coordinate and arrange all third party special Inspections required under NYSBC chapter 17 1.1. j KILOWATT 3 Any deficiencies that come evident during this one(i)year period shall be corrected by _' 1 _ ANSI AMERICAN NAROW.L SL,YDARDS INSTITUTE c E•,.4 ,1 ?„, ,•. —o..— •., 1 4 The Contractor shag be responsible for quantities of work furnish labor,materials and the Contractor at the Conlractol's expense A'nrnsur f r nM i ( J. equipment required to complete work ) ANTENNA LAI LAMINATE(c) p -- = C'a"lA.xtl Ir —x— Ele t e.•.I ^ f•I• ARCHD APPROVED IN LOCd AREA NETWORK �' H I T E L T S ARCH ARCHITECT RAL) LR(LBS) POUNDS(S) 5.Provide proof of workman's compensation Insurance and tllsabttiry Insurance coverage QUALITY ASSURANCE =j Rr•r^„A IJ l T{N IN OGY Ont\'f SET+WADT'.1 n LOVID required by governing slate law prior to start of work \ ICN AWS ADVA 1WERCAN 11 GAUGE LL ENE Pour P AWS PDVlNCCD Y RECESS SERVICES IP COY/POIM 1`fill o'i•+sd Sl I 1 l,il(,�9 aA Sn I un.A AA I.,u.,,n, A Workmanship shall be of the highest quality and done by employees skilled(n the 6 Each contractor shall be held to have visited file site and to have verified all existing practice of their trade ' LTE LONG TERM EVOLUTION Conditions prior to submission of bid Notify the architect nnmediatety and prior to progress f) 'I'd tin,O,, —rx— Eh••1• J, lel", B )A of work If unusual field Conditions anse B All work which fads to meet the standard as herein described,shall be replaced by the \;Onrl Jr; BBU BASE BAND IUNIT MAN MAXIMUM Contractor,at the Contractor's sole expense,Including the work or others damaged by the a-1 ,.'r_I Ir.r :'rH n.r ^ Bo eoARo MAIL MATERIAL 7 The Contractor shall verily and be responsible for all field dimensions and job conditions, ind al failure or the corrective repairs —°— r"°r 1 VA.' SLOG BUILaimc I ueop+eDs MAIN o1sTRleunoN SOX(ES) and shall nollfy the architect of any dscrepandes conflicts,andlor omissions which would U'n•i u'q r t� C v 1 nt BL.K BLOCK AIELH MECHANICAL Interfere with the satisfactorycompletion of the work Should the Contractor fad to follow this C All items of work Identified on the drawings by name,note•or material designation are iJ"'�' —m— it B o I BOTTOM of I MFR(D) MANUFACTORE(R)(D) P G✓er„e Id .Y procedure and continue with the work,the Contractor shall assume all responsibility and new,unless otherwise noted BSMT BASEMEM IAFR/MM'UF MWdUFACIURER(5) Itablilly anSing therefrom 1 r BTS BASE TRA1 L1EVER STATIM RIISC MISCELLANEOUS 9-h1 :Itr h BUR BUILT UP RyOFING CONSULTANT 8 Where pipes,Conduits or low tension wrong penetrate fire rated or sound rated SAFETY&HEALTH PROVISIONS L o�ir/Uryv,,it g enclosures such as wall or slab,the spaces around such penetrations shall not exceed 12' A The Contractor shall be responsible for initialing,maintaining•and supervising all safety OGOL1 I,-, I h I-,.,er 1 tun, ':,Ir L I NIC NOT IN CONTRACT `/ ?-( rt/CL CENTER LIN NO NUMBER pack spaces solid Wnllr mineral wool or approved aqua)on bosh sides of the rated enclosure precautions and programs in connection with the performance of the Contract The CAB I CABINET NOM NOMINAL to ensure full firelsound rating In Compliance with the local bulding Code Contractor shall take reasonable precautions for the safely of,and shall provide reasonable g rL,d, „ �lJ 1 twIy F',le Ce CATCH RASII. NTS NOT TO SCALE protection to prevent damage.Injury or loss to employees executing the work and other Y 0101111i.tris„ CORA i CODE Drv151(fN MUL11PLI ACCESS 9 In all rases,drawings shall not be scaled for information Dimensions and Conditions persons who maybe affected thereby The Contractor shall give notices and Comply will CEM I CEMENT D must be verged In the field applicable laws,ordinances,rules,regulations,and lawful orders of public authorities Gr-- Pt-.t''^ T+I' To; �O” F•I- FI,Jro,•t CUR CLEAR(ANCE) CA OVERALL bearing on the safety of all persons and/or their protection from Injury The Contractor shall I CLG CDune I OC(o C) ON CENTER 10.All new materials and ulstallations shall be in accordance will the manufacturers latest erect and maintain.Bs required by existing conditions and performance of the Contract, > 111,Q l i ,.j COAX COAXIAL cA$!E OD(o D) Out DE DIAMETER w printed specifications,and ill all applicable code requirements reasonable safeguards for safely and protection.Including erecbng temporary barters, `� "' COAX CONCRETE MASONRY UNIT OH OVERHEAD 11.All work shall be performed in accordance with best standard trade practices Each posting danger signs and other warnings against hazards,promulgating safety regulations ..NIP I COUNTER I OPNG OPENING P and nobfying ovmers and user of adjacent sites,spaces,and utilities col I COLUMN OPP OPPOSRH No DALE sU&wSs10N trade shall cooperate with other trades to facilitate job scheduling and completion =I EC 1 RIC At k, MI C I 1A N,C A, COLO i CONCRETE 0 7/21116 LMIED FOR REVEw B All necessary precautions shall betaken by the Contractor,throughout the Course of the •,,;+rsl i F(•'fmr CONST I CONSTRUCTI N 12 Propriety names Identifying Items of work amused to designate the standard of -r•akc n.h.,-t�r coNrR I CONTRACT(OR) p l 8/2VI7 ESJ5D PER FLING COLN91Ty Proprietary h4 9 9 protea,to ensure that. I j 2 2rzvn Issm FOR FLNG I Items of equal quality may be submitted for file architects review CPT CARPET FCS PERSONAL COMMUNICATIONS SERVICES 1 Safe and proper Ingress and egress from the building and all project areas Will be 1/4- i ira•dinn be•IG,Ghon • P-I klol ^h•m ar CERAMIC TIL PL PLATE 13 Each contractor shall be responsible for an damage to adjoining remaining areas as a CTR I CENTER PL IAM PLASTIC LAMINATE P Y J i maintametl coRR coftamgR PNL vpNEL result of his work,and shall repair damaged surfaces to their prcexisling conditions oras _ and ,,.Ia 1 may be required to Com Tele the entire scope of the work ++'I' ® Hn•,y ,-d •vg'' 1 j PP POUR PANEL YP Pe 2 Fire protection and life safety components within the budding will be properly �'1 B I j PSI POUNDS PER SQUARE INCH maintained 00(5)/(B) DECISEL(5)I PVC POLYVINYL CHLORIDE 14 Alterations to existing Work shall be patched and finished,as necessary,to MattiWoil 4lrn ivcc' t•d eEMo i DEMOLITION I __ existing contiguous Surfaces or new finishes shown. 3 Structural integrity of the building Will be maintained Construction materials shall be �i,.It DEPT oEPARDAENIf E -_ 15 Al the cam lehon of each workday,each trade shall be responsible for cleaning u their spread out if placed on framed telling or roof members Loads shall not exceed the OA(P)I DAMETFR t RAD RADIUS p P 9 P design live load per square foot Provide adequate shoring and or bracing where Du1-1-, �"L.ctr¢Ir DAG DIAGONAL I RD ROOF ORNR work Rubbish removal shall be done In a dust Inhibitive fashion,and the lob site shall be structure has not attained design strength DIM I DIMENSION _ REF REFERENCE NO DATE REVISION free of all debris and broom dean upon Completion rrUnd ••'n'ci,iGCIL DL I DEAD LOAD RE REINFORCED 76 Where applicable,Gear all goors,walls,doors,mrsc,glass,etc leaving job free of dust 4 There will be no creahon of noise outside the hours of 8 00 AM to 6 00 PM unless DN DAMPOWN I RCO D REOmftFO M[r PUN OP DAMP PROO�NC RF RADO FREQUENCY AREA OE WORK 91 agreed to in advance,in canting,with the property owner _ ,l and debris,prior to project Completion >,+/.1 C(I+A� �_C-Nf' x IIt)iH ,V,Ifrn CR I DOOR RFCC RF CONCEALMENT POLE nR 5.Building Sammy shag be maintained In order to prevent unauthodzed entry to the Ott DETAIL RFC ROOFlhG -- Y 17.Existingequipment and materials 1e be removed,Which are not required to be relocated �p Dxc i DRIER RIP RETIRE W PLACE epremises and secured portions thereof U 1 nlr"Tr I'y IjFI r rin;l••, pYIR DRAYIER RRH/RRHs REMOTE RADIO HEAD(S) � I or relalned by the owner shall become the property of the contractor and removed from the (,n,,vur I RM ROOM premises 6 Water,Gas,Electricity,and other utilities as applicable,shall not be interrupted during ; E `�{ tG".r)rn-y ')I t Mew; RD ROUGH OPENING i construction,unless agreed to in advance,In wiling,with the property owner r EI I EACH 18 All concrete used for on-site construction shall be air entrained,minimum 4 000 psi at 2B ® •,Iur,r DFS j EXTERIOR INIu unDN FINISH SYSTEM •\A F"'�- days,air entrained from 4%to 5% 7 There will be no accumulation of dirt and dust.The contractor shall leave the area of I"'. ,,I •In•,d ELEC I ELECTRIC(A) J work broom clean at the end of each day I lI,II:-uld L")I't ELEV I ELEVATIGN 5 SOUTH 19 Elevation O-Cr Is a reference or the existing grade height Notation to heights wgI be FOrtY/`; d © r'Y L 1_ DARED' EMBEDDED SCHD/SCH SCHEDULE from this elevation,unless otherwise noted i it tC, EMERG( EMERGENCY So STORM DRAIN `.1•ArA�r';•n7/:; ENOL ENCLOSE(E CLOSURE) SECT SECTION 20.Verizon Wireless Will remove hazardous materials,including asbestos containing SD r EO EQUAL 5F SQUARE FOOT • matenal(s)encountered throughout If existing asbestos containing material IS encountered „ t rl,lir•) ,rl l'-^tl'r EIC ET CETERA I SIM SIMILAR during the Work,report this Immediately to the Verizon Wireless construchon manager for L:❑y. EXC EXCAVATE SPEC SPECIFICATION 1� remediation s fll, ir• .At,r, ri^,"r E-XH FXHAUST SPP SPRINKLER (clic'i<:I Ihnt•i.tn,i EXIST/() EXISTING j 50 SQUARE 7, 21 Large scale drawings lake precedent over small scale drawings Detail drawings lake fn I,= SI (s/5) STANDARD STEEL precedent over large and small scale drawings PI - NA ttori 1,11flt F I j STD STANDARD 1. P r9 9 IYI„ FCC I FEDERAL COMMUNICATION'S STO STEEL COMHI55'ON STOR STORAGE ■ 22 The Contractor shall he responsible for documenting existing conditions odor to stag of ® ,Iq+PI, FO FLOOR CPAI SUSP SUSPENDED ��'�®� work Documentation shall be in the form of electronic photographs and written description i of existing damaged Items,not specifically noted on consWction drawings.Provide copies `Did I FOUNDATION 1 r,tur„ L FIRE_"..ISHER of this documentation to the architect&Vernon Wireless Construction Manager at start of Fad FINISH(EO) I TREAD wank Damaged items,not specifically noted or visually observed In photographs,shall FACILITY NOTES FIxT i FIXTURE TEL TELEPAONE a become the responsibility of the contractor Contractor shall remove,repair and/or replace APPLICABLE CODES FI-P I FLOOR(INGTHK THICK(NESS) u at their own expense FP FIREPROOF TIA TELEC'OU6fJt:101hJ'd5 v CUSihY ASSOLADOH 'GWENT POINT 2' j 1 New features labeled as such,all also existing orfulure by others ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL FPSC FIREPROOr JELF-CLOS NG 1 TOP OF 23 In the event or a discrepancy between drawings and specifications or between drawings CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION Fr FEET T OD 5 TOS (TOP OF STEEL) bring the discrepancy to the architects attention Immediately,In Wilting,for danfication 2 The new public utility wireless communications reality will be unmanned and will be visited THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF FTG FOOTING iYP TYPICAL approximately once a month for maintenance purposes,therefore It Is not anticipated to CONTRACT AWARD SHALL GOVERN THE DESIGN THE FOLLOWING COOESARE NOTED 1 SI 24 The Contractor shall take n0 advantage of any apparent error or omission In the generate additional traffic •20151NTERNATIONAL BURRING CODE CA GAGE,GAUD. UL UNDERWRITERS LABORATORIES contras documents in the event the Contractor discover,such an error,or omission in the .BUILDING/ZONING CODE FOR THE AHJ STATED ON SHEET T-10000 GALY GALVANIZED j UMTS LICIVERSIL MDME T 11-00uA•UNGDJNS SMDA 40200 MAW ROAD Contract documents. m the contractor shell m mutely nobly the architect The arohdect will 3 No additional parking IS required for the new use,as this Is an unmanned site .2015 INTERNATIONAL MECHANICAL CODE GC GENERAL CO L11RACT(OR) UON UNLESS OTHERATSE NOTED ORIMT,iN 1195j7 then make such corrections and interpretations as may be deemed necessary for fulfilling .2015INTERNATIONAL PLUMBING CODE Gr, GROUND FAAl1T INTERRUPT JPS UNINTErRUDTED PO6ER SUPPLY the Intent of the conlract documents 4 No solid or liquid waste will be produced by the new use as this Is an unmanned site •2015 INTERNATIONAL FUEL GAS CODE GHz oGAHcrrz •20111NTERNATIONALFIRECODE GL C1A55 G INC y m_e 25 The Contractor Is responsible for oblairi mg all required Inspections 5 No water or sevdage facilities are required for the new use •20151NTERNATIONAL ENERGY CONSERVATION CODE CND GROUhO VCT VINYL CCMPOSTE TILE .NATIONAL ELEGTRIcAL CODE 2011 CPS GLOBAL-!oTONING SYSTEM \IF(VI F j VERIFY IN FIELD G.ENMAL NOTES 26 The Contractor shall forward final dose-0ut photos documenting all installed egJipment .NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)70 NATIONAL ELECTRICAL CODE 2011 GEM GLOBAL SYS E FOR MOBILE VZW NAY JERIZON WIRELESS mOUnIS connections,eft of the Completed Installation al thP antenna 18Yo1 including model 6 There will be no commercial or retail signs,nor special lighting for the new Site other than NATIONAL FIRE PROTECTION ASSOCIA71014(NFPA)58 LIOUERrO PETROLEUM GAS CODE 2014 TEtEcoM.+U IunONE numbers do\m Nis eta to the Architect upon Completion, minor mainlenace lighting at the proposed equipment cabinels beneath the equipment weather (FOR PROPANE INSTALLATIONS) GA'B GYPSUM BO D WALL w canopy w wFSI DAME JILY O,274 CONTRACTORS WORK SHALL COMELY VIITH THE LATEST EDITION OF THE FOLLOWING STANDARDS' H I will WITI1 ,il 3 27 The Contractor shall provide shop drawings for dunnage and Canopy steel fabrication HC H,JLLOW CORE WD TIOOD EGRESS NOTES ) PNU/ECT NO n •AMERICAN CONCRETE INSTITUTE 318 BUILDING CODE REQUIREME14TS FOR STRUCTURAL HOR MEAGER WiC nFC ARCH,TECT$ DR.AwNm ,•a{ 28 Prior to the final inspection,the Contractor shelf provide the following to the Architect' CONCRETE Hatt WANur'ARE WM WIRE MESH OR-N ICei:CrEBY -Final redlined As-Scall drawings 1 Maintain legal exA access for spaces being interrupted b construction.ProVlde 60'main .AMERICAN INSTITUTE OF STEEL CONSTRUCTION(ALSO) MANUAL OF STEEL CONSTRUCTION TII 9 e9 9Y 250,MIRTH EDITION M/hGT H�IGilT W/0 t YATHOJT SC/4E AS --^-^-•- - _ -All third party Inspections results aisles and a min of 44"secondary aisles for employees to elot space in Case or an HM Ho-LOw Inc.AL MvM WELDED VIRE MESH - •ANSI TVVEIA 222 -G-WHERE APPLICABLE MUNICIPALITIES REQUIRE)STRUCTURAL i OPAL•ANG NJ -dear digital photos on disk or via email emergency when working within buildings Maintain aisles free and dearfrom obstruction STAN DARDS FOR STEEL AF1TEIrNA TOWER AND ANTFldIdA SUPPORiWG STRUCTURES. IFP H,GN PONT YAYF 1YELOED WIRE FARR'C Generator start up report(When generators are Installed) Provide temporary exit diagrams mounted In conspicuous locations for ail to see TIA 807 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR Hp;ATihc i4b�`TELECOSIMUNICATIONS WACHETING VEt TIUTIONCertificate of Electnaans CemOcate and grounding lest venficatlon d NR CON�TiONINc 1 ®�2.Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the .ANSI Tt alt FOR 7FIECOM-OC POWER SYSTEMS-TELECOM ENNRONMErdTAL PROTECTION course of ConsWction Should any of these systems require shutdown,modify the Version •ANSI ICC AT 71-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ' Wireless project manager,m writing•with 72 hour notice ■ICGANSI 1171•2009,ACCESSIBILITY CODE I I SHEET NO & g c 10 r ( eljf ill DEC 2 0 20,21 j I I ` J i FIDyt' ) ) 11IRE FENUNG WIRED OR \ � tlN�1,L1TON TOR AM'IS T ITEMS RESTORE AND/OR EQUIPMENT WIDIIN AFFECTED SCOPE OF I} I} STAPLED TO PO S V + EWDSK (t0.-1/2 CA fi'X6'MESI I) 'COMRACTM TO PROTIDE SITE SPECIFIC SICNAGE IN ACCORD„NCE VAT 1- /3 0 W 5 W W --b:J E5 TO BE SET \\ VE31ZON WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. _ BUROIA Of DRWMGE FILTER PHRIC(MIRAFI STAKES(TIP) -' 0`CR4DE CHANNEL OR SLPE ;dON 0R AP-ROVED (SEE SECTION) (_EE$.CTICY) GE (} OfAA -I ALL TRENCHES TO OE WVtO EXCAVA7E0 AND BACKFILLED TO ENSURE J! I- 1 EQUAL)ATTACHED TO YE 4X)7 EXITING UNDERGROUND U IUTIFS ARE NOT DISTURBED MAKE ALL PVC ✓// f WIRE FENCING TIES ,I 1 POST \ JO n5 WATERT,GHT TEST PRIOR TO BACKFILLING FEINCE TO;-,LE_ JGLED SPACED 26-C-C II POST \ 4 f THE CONSTRUCTION AND PLACEMEhI OF THE FACILITY&ILL NOT TOAINA SIN TOP ANO NIU SECTION - BUILDING PARE CR INTERFERE W17H PUBLIC SAFETY COMMUNIG4TIONS ANO THE USUAL Aho $LAN CkNNAGENEI Vii.— - SNE gyp) 2-X 2-STAKES INTERFERE WITH PUBLIC S FE RCOMM NI OF RADIA,TELEVISION USUAL L OTHER '• POSTS(TYP) I 1410 X18" BALE) COMMUNICATIONS SERVICES OR WNH ELECTRICAL TRANSMISSION IINFS COMPACTED f4"a I, }6' \ PACKFIL' STELA\Y PAES \ I S I EXISTING TREES,LOW LYING V<CETATIOh TRAILERS AND BOA75 IN AREA ( \ 6-%6'-RENC I VILE CO S7,CCa"STROCTION TO BE CLEM'0 PRIOR TO START OF \SLOPE RADE EASTING 0 RHEAD UTILITY LINES FROM b MALL NEW LNDSGAPING SWILL BE PLANTED TO PROVIDE CONTIGUOUS as R C I-I ) I (� T SILT fEYC{� - Q GRACE \ \\BEYOND UTILITY�L #35 oCREEMNG TO ME NORM AND WEST OF THE NEW EQUIPMENT AREA `\ I?I TLC LIA\ll0ov i11,IV! >FTAVm F\l A A I B I `URNNAGE CHANNEL / I \ 7 I LANCSCAPINC TO BE KE✓T IN GOOD/HEALTHY CONDIPO\AND SHALL 6E P I'M 6IN.nO l F Ail NiLIC,5H I 6"PENETRATION INTO OR ROTC COMPACTED BACKFILL J t REPUCED SHOULD AW TREES)DIE AT ANY POINT DURING ME DURATION GROUND(SEE SIEtJC��TI[O,,N) �� OFA ME SITE BEING IM USE RIC COVE EACCUMt11ATED MATERIALS ANDE IS IREPNP RED E EOE() i0 EXTENDCE AIMC FABRIC / \ \� SILT DETAIL i 4 HAY BALE DETAIL �' a -4DSIoN CONTROL MEASURE' 3 SCALE N T S / / \ DURING TIE COURSE OF CONSTRUCTION CERTAIN EROSION AND SCALE NTS / \ 4Y �L \ SiMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE / Q TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES, NOTE DRAWINGS DEPICT THE INSTALLATION OF NEIW VERIZON WIRELESS ANTENNAS.CABLES AND ETC THAT SHALL BE WO ED WF011. A / e\a3-\y (`%F\�\\ I0.\ OF{VNAGE INLETS,RECHARGE BASINS W-RINDS ETC ACTUAL EROSION NEVI 20 EXTENSION 70 THE EXISTING CONCEALMENT POLE A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK$TATE j CN5 ` \ , ` CONTROL MEASURES tMLI BE DICTATED BY FIELD CONDITIONS A5 LICENSED PROFESSIONAL ENGINEER(NOT WFC) SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND ` CONSTRUCTION PROGRESSES BOT THE FOLLOWING GENERAL CONDITIONS CONCURRENTLY WITH MESE DOCUMENTS ALL SUCH WORK HAS BEEN PERFOR14ED BY OTHERS(NOT WFC) � P � SIlALL BE OBSERVED PROPERTY LINE,TYP—�- O ` CONSUIiAM / �\ l ( A E%IST'hG VEGETATION TO REMAIN SMALL BE PROTECTED.•NO Y/ETL/WOS OELINEATIOV SHOVW XEREAN I$BASEL UPON A SURVEY PREPARED 9T NYSDEC Freshwater Wetlands REINA CLEARING UNDISTURBED. / \ /(1L \ B CLEARING AND GRADING SHALL BE$CHEOULEO 50 AS i0 RAWKINS WEBB JAEGER PLLC,560 WALT WHITMAN POAD MELVILLE.IVY 11767.(671) / THATMINIMAR THE SIZE OF EXPOSED AREAS AND THE LENGTH OF THE 732-477 (LIST DATED NOVEMBER 15 2014 PROJECT NO 06-0099}SURVEY AND EXISTING { \ / }`� THAT AREAS ARE EXPOSED WETLAND DEUNEATION ORIGINALLY PERFORMED ON APRIL 6 2006 j STORAGE PIF" \O\J / / \S I\//' 1 C THE IFNGIT'AND RUNOFFS OF CLEARED SLOPES SHALL.D'c MINI RU14 TO REDUCE RUNOFF VELOCIIlES BUILDING �aO \SCj / \\\ / I 1 D RUNOFF HALL BE DIVERTED AWAY FROM CLEARED SLOPES 0��' E SEDIMENT SHALL BE TRAPPED 014 THE SITE \� �C'F�1 �a SIECIFTC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND P.\ P' FP 19 1\ 9� os" • 1 'LUINTENANCE ID EROSION CONTROL MEASURES1E11 SPIAL.CONFORM TO'THE YDRK CUICEUNES FOR EROSION AND SEDIMENT COMRCL- ,(F' a/ \ 91, ^C Yn NO DATE SUBIAIS610N NEW VERIZON WIRELESS ELEC'RIC COIJOUITS TRENCHED 'A" !\ S \ 6 UOF 2 SEOYEYT BARRIER$(SILT FENCE HAY BALES OR APPROVED EQUAL ' UNDERGROUND FROM NEW VERIZON WIRELESS ELECTRICAL METER .)� .(VP \ Q G� / \�y E%ISTING �'fj S ALL QE INSTALLED AS REQUIRED hL01QG THE LIMBS OF DiS7UNHANCE) 0 7/70/15 ISSEO FOR fEI'EW SAC+\'- MARINA ( AND DISCONNECT SUPPORT RACK TO NEW VERIZON VBRELESS s i\ C\ / R THE D'JRl,TION OF THE WORK. NO SEDIMENT FTJAM THE$TIE$HALL 1 8/3/d Fii'�ffR ATiCREY 07R.EYI6 ELECTRIC PANEL MOUNTED ON NEW ELEVATED EQUIPMENT ( \S SQ'f/ Ty9 / Y� , / BFj OSRHIRFO TO WASH ONTO ADJACENT PROPERTIES.\'IEIIANDS OR 1 212VU ISSUED FOR HUNG; PLATFORM �.\. O P RADS 'I6'�`\` I Y�� 3I GRADED 0.ND STRIPPED AREAS AND STOCKPILES SHALL BE KEPI NEW 14'-0-HIGH%6-0'WIDE EASTERV RED I(I L `LSTs / 1� 1 / + 0L CEDARS AT 6'-0'OC,TYP OF(9) T, S SkABILIZEO TPROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED /SL '6y \ J S.cD MI%iL'RES 54/�L BE IN ACCORDANCE WITH SOIL CONSERVATION / 0.I yS% 1`� / �r SERVICE RECGIdMENDA',ONS CLOSEST DISTANCE BETWEEN UMITS OF / ® 'qp JJ \l, CLEARING AND WETLANDS ` 't for ' YT' ,f / (� �� / Pt mECEO FRDN SS MENT ED S PART 0 IIHTHE USE OFE$_Lf 101 4 T c 7R.ttSFORRIER ME ENT TEJi + + Fq, / EIgRRI-RS SED.MEln TRAPS EEC AS REOUIREO NEtV VERIZON WIRELESS EQUIPMENT CABINETS �/ ys$.. • ANO DISCONNECT '' ' MOUNTED ON NEW ELEVATED GALVANIZED STEEL \ \ e (' / 5I PROPER UAIMEL:ANCE OF EROSION CONTROL MEASURES IS TO BE 'I PLATFORM SEE 2/A-100.00 FOR MORE / / & 'Zv 'p b EXISTING RCSTAURAVi ANp C S. I PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR .. INFORM4TION - / \ /�• 1 n7 PrTOLCNGEQ STORMS MAINTENANCE MEASURES INCLUDE,BUT ARE NOT NEO DATE REVDK)N MARINE NRWC STATUN /9 }+ /� I U RED T0.CLF'NING OF SEOIUENT BASINS AND TRAPS,CLEANING OR REPAIR OF SEDIMENT 6ARR'E9S,CLEAVING AND REPAIR OF BERMS AND KEYPLAN ERSrONS AND-LEANIT11 AND REPAIR OF INLET PRCTECTIGN AR I E%STING�'CONFATIBLE •� / � �" SKy, ,d a , / I,� I DfYEA OF LYORK SED TO CONTROL DUST DURING •i CONCEALMENT POLE W174 14LW 20'-0' / ry09 \ G t /+ /Il 6 APPPCPRAT`MEANS SF14LL BE U _ EXTENSION •, �v \ /a/ l i CONSTPUCDON IF i! 2 1 : y/ • p 7 A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO ' PAEV-ENT SOL AVO LOOSE DEBRIS FORA BEING TRACKED ONTO LOCAL "°•-'"-"'"" 1 a• `/•/ y 4 Qr ,g ROADS MF CONSTRUCTION ENTRANCE SHALL BE MNNTAINED UNTIL THE t rtmh-r 1.9 /`+6" S7E IS CERUANENiLY STABILIZED 6I SEDIMENT 8..1PIER0 AND OTHER EROSION CONTROL MEASURES SHALL PENNY W PLACE UNTIL UPLF"D DSTURBED AREAS ARE FERMJWENTLY \ 1 II LINE(-----) / STABIUZE� AFTER v:RAANER`SFABILRPTION,PAVED AREAS S4ALL BE O 8 AA REPRESENTS LIMITS OF -AQ /+/ CEEPNEO AND DRAINAGE SYSTEMS CLEAVED rlO FLUSHED AS NECESS6R/ L i/• / 1y Irl" CLEARING.GRADING AND �Y I / + `O(ISi1YG 4 - GROUND DISTURBANCE v.� J/ 9J LONSTRUCPOV ACTIVITY 'POLLUTION PREVENTION NOTE //60'-9' MARINA— rJ /} EJjOSICN AND SEC VENTATION CONTROL PIhN SHALL CONFORM TO THE 90'. 1 / / J" / GECSIOV AND IT'OR STOON REO'J ELEMENTS OF THE NYSDEC SPOES /7N RT FJ-'l'-J' `.SL-.-1(/11 0- �\ /^ r J I\ j /4��1 I I�TM PERMIT EOR SiOHM&A7EP GSCHARCE5 FROM CON57RUCTION •� 1''•l'l '/ 1 A`y`/ r rF / + O,��OQ IQ THE CONTRA:TCR SHALL L15E PAY BALES.$LLT FENCE OR OTHER \ �1'•' P // G F� A?nOFRWTE DEANS 70 PREVENT SEDIlfEIT AND DEBRIS FROM 1VASHNC NYSDEC T�ldai Wetlan + ,`!V5�{ ISTD GRA!NME r,_TS EROSION C04TROL MEASURES SHALL BE IN I I I { S{ A •\Y \ A�CORD NCE 151 n THE NEW YOvK STATE GUIDELINES FOR URBAN EROSION O \ ,\,% '\ // g�pG A�D S_D 11ENT CONTEOL. ■ O P• ` C `M/S TEL TOPSOIL TO 6E PLACED MUST 6E PROVIDED 61 CONTRACTOR ver�zon i 12 TAKE:MEASURES 1O FREYYT POLLUTING Ai4 WITH DUST AVD PARTICULATE MATTER \ \ m \J O�+ ` Ij ALL SLOPES GREATER MVN i 3 SHALL RECEIVE EROS'ON CONTRCL I I \ 0 •// b. G�' \ 'TN• �,S'j STAB12471'0N ABPIC FIZZ TO GRACING AND DRAINAGE PLAN AND LANDSCAPE^@ Ag0 \ I / \�• �/+ NEW 1A:-0'HIGH X 6-0-WIDE LANDSCAPE PLAN FOR ADDITIONAL INFORMATION EASTERN RED CEOARS AT 6-0-O.0 'ORIENT POINT 2' Aft + cifaiM',lin RLN-0•F W,HAGFNFNT KALI SL. O SHRUBS SHALL O SES PLUMB LL LEA Ttlt.E 1 I ALL STORM VEA_CONTAINED WITHIRUNN OTE P-R-AIED 5Y THE NEW CONSTRUCTION/+ I FROM AROUND TOP OL BOAT BALL LEAVE SHALL x COnTAhEO WIMIV TrE PE'n'METER OF ME NEW LONSiRUCTI0IJ 4"DEER "DROP IN PLACE.ROLL BACK 1/3 O•-BURLAP Y / SHREDDED tYCr..O 2.ALL'Of75TRUCRON CN STr$HALL BE PROTECTED E*l NAY BALE}*!D QQ' (�� /-H CHIP MUiCH (RENO"IF.UK'ERS 6100EGRJUABLE) SILT FENCING PURSUANT TO T-¢H'NNMUM REQUIREMENTS OF THE NY SGITE STORM HATER C-IGN MANUAL THESE FEATURES SHALL REMAIN IN OBd RT,NY 11957 VA K� \'✓t EXITING BOAT t� PLACE UNTIL THE CONSTRUCTION SU,HAS BEEN PERMANENTLY..:AB,UZED UJINCTi RAMP ON p;e 6'SOIL S,UCER .dQg. TO PREVE117 EROS-1. JdB{��!� INFORIaP.AN-MOWN fr:REON IS B"SED UPON'SURVEY PREPARE Y• ` p'�0 'L e. —� \ .'AWRIYS IYEBB JAECER PLLC.560 WALT'WOTMAN ROAD. MELMLE NY 11747• 3I ALL WORK IJUST COVFORV'0 F=1A FLOOD ZONE RELUTREVETHS nom' C / (STI 7JZ-1717, pIvTFCTI.�AA�.. hOV'EMBER 15,2010.PROJECT No C6-IYA,V99) ARCH EJGSi1HG { NYgOEC �� //1 BULKHEAD STE PLAN ✓RiUCF. --dl'R2V N D[a' TTd01 + .r\�y \: Wetlands �,:; ZONING TABLE A _oNe-rn!DE- -nl4ewm:AD03 l �\ //) I CANE JULY D 70b DNT ` >Y \__--- ENTRA! fNT FINISHED J ''ter% •� \i:`/ RLI ^,'AAAI.,f,.r•'•F G n;S �:^i-�N F9%LEA bL II%?'!'C pI'- rETnrrolt s y-0..D.1. YO aROJxTIn ,r. ll SJT<9{p \fes F L a,. �Lam. .\EN7RAYLE GRACE \'\". R-Q �/ �� `��\ a \ I /�\\� I REQUIRED NEW TAX MAP NFO SECIICN 15 BLCCK 0 AND LOT 8 1 ORAVIN BY Lq, EYISTING SEORLUNE v=1 t �Iy 4ty /• ��`\\� iDlftiG DISTRICT e ROLL BACK ;A'/ % �i� 4-'RO-56 MIAML'U ICX:H'� a5/2 STORIES 23*(69'TOTAL MONOPOLE I(pp CHE KED BY �+ BURLAP>,a3- \\\i .\'� \ \\' f�i�\ ---.-- _C`1Si00di.vN.,'t'JN NAn^i-'EB � YARD t 5 69:'-]'(CAUPOJND) ..___. 6�� ----_'.S NOTED :4TENti.JffiE TOPS01! §280-$5 M+KFaVU RF.R2 YA-Y1' -_. } ) 0' 0 -O• _tAl.L.c NO _ _ V -� . I7— A--A— BACK:,.L 25' 19Y-B'(COMP LINO � e CI o -"'-' •- y TELCO CONOLAT M:XT1T WTTH -____--f ----'- 1 ( 1,- _ TREE PLANTING DETAIL §2�°-$6MNL•QM$DE Y* 25' 7'-3'(COMPOJ�ID - 6 �( `` 1 ARCHITECTURAL SITE PLAN —[—E— ECTRIC t0Y0UiT 0-20 AT _ - I ,-_q0 I�/ - �(�� ( 1 ll `r; t' r� FN,RA-R -T/F—T/E-- TELCO Q ELECTRIC CONDUIT L SCA!E = T•t T S TitE PA'E OF$ X790-56 AGTEC+WE S'LE YP405 50' 250'-i l"{COM�OUND) \ SCALE = t• _ ,0-0' CDS PER YARD NORT14 50-ml r L t 1 DEC 2 0 20?1 i I I NFW VFR20Ni IWRELESS I?E BRIDGE.,PITH(12)-NEW LFt,$F 7/8'm ANTENNA CABLES DASHED LINE REPRESENTS NEI VERIZON WIRELESS WEATHER (3)NEW VERbON WIRELESS IWN DISTRIBUTION BOXES MOUNTED TO NEW UNISTRUT CANOPY ABOVE FP.ME.SFE DETAIL 2/A-103.00 A 1/A-tr14_(YI 12'X12'-0'SITEPRO LHP-SPAN ICC BRIDGE KIT(MODELy'10240-V)WITH - =1--T (12)NLW VERIZON WIRELESI RRA UNITS(STACKED)MOUNTED TO I NEV WRIZON'WIRELESS EQUIPMENT CABINETS ATOP NEW STEEL DUNNAGE EQUIPMENT Z-BRACKET TRAPEZE OR-c(41AL---' -.- T_ NEW UNISTRUT FRAME ° DETAR 4/A-1 PLATFOFG YlITH NEV WEATHER CANOPY ABOVE SEF DETat F/A_1n'00 NEW VERIZONi WIRELESS OKI;DESEL DC GENERATOR IWTH SOUND FNCLOSURE / NEW VER.ZGN WIRELESS STEEL STAIR SET ATOP NEW ELEVATED I STEEL DUNNAGE EQUIPMENT PLATFORM 54 GPl '�-- DIESEL TANK TONTNNED`ATTAIN GENERATOR ENCLOSURE SEE DETAIL 2/E-100.00.1 PRO BE A GA1V STL SPILL CONTAINMENT PAN BENEATH T,,E 6 NEM!ANTENNA COAX CABLES SECURED TO ilj _ Z'TRAF`EZE WITH NEW SNAP-Ih HAHGEflR(TTI') F}i , _x_x x_x__ ---- x_ CE7JERA%ORT�xSLEEPER 0E x - -— (3)NEVE VERIMON x z TIRELESS BE 'OR ,x Ph'fENN0.S AND(B) I W, - -• T- - - —'i mw RIM 'x ''I`Ix In p21 LIM MIS O NEW DIPLE%ERS EXISTING,AT&T EQUIPMENT 'ry t 1l' '~ �, "I..,I; I'1%i{i 1'' -I^ A R C I-I IT E C T S Z VOUVTING WITHII' PI ATFORM I ` I'1'H F•�''r 1(I'I Ii'i )+'' II r I II - O NEW 2C'EXTENSION / '�•t-I-;I+t ,� --'1 ,_I ,. I ---- --- 121 Ft(IINOLLXSI DI.IVE br7AUKIT NY Hill N Lr)Z OF EXISTING ¢ I xI '') Z MONOPOLE I � II , roll(w1<,ti3011 6116Y)8,5', a+,..n„ HA x ' WATERPRODF SEALANT 9712 + t_ 1 �i•I •� W 2 EXISTING 3/a'CHAMFER U CONCEPT MFNT I I , •,(] 6 r II -T, P0LE WITH NEW -- Y3HIE[bid-FL 0'J" 20'-0'EXTEPSION \ -U'GPTS 1OUPNgTED T L•IEATHEFRO R CANOPY Pb S I� '1{Il 11 I S -I 1 '-I' H 0 ' BENEATH IYEATHER PAINT PORTIONS CF POST TO BE 1 LP I CANOPY TYFIGL F0�(3) , II 'II, EMBEDDED IN CONCRETE WITH CUT-EAC REFER TO DETAIL - ,I 1 { ' ASPHALT PAINT,YPICAL. - 1 1 II') NEW DC GENERATOR -�1i-4'' DISCONNECT--- --------- Up la POURED CONCRETE FOOTING.SET PIPE MOUNT I �.0 �_I ' I 4•. ..-I K ,,- _ ' AS INDICATED WF,HIN CONTRACTOR TO --- _ 'DE-WATER TRENCH AS REQUIRED DURING 1- _ ; T �•1I I-'�'i 'I`'''I I' -i l % INSTALLATION OF CONCRETE TO ENSURE ——_——— PROPER INSTALLATION STRENGTH CONCRETE TO 1 i = !— — — y� i I ACHIEVE A COUPRESSNE STRENGTH OF 3.000 j ' x x LBS Fi 2B CAPS,AIR ENTRAINED —x—x—x-9-x —�m�— x—x—x- -x—x .1 l x--q•--x x 26.-0. UNDISTURBED EARTH x GRADE VII CAREA TO BE 52'-0' ' FINISHED HED VAT YATH 4'A'CRUSHED STONE I NO DAZE SUBMISSION CVEP 12'P$ONOTUBE FORMED CONCRETE BASE LANDSCAPE FABRIC 1 I (4)NEWVEIN ON Yl RELESS CPS UNITS VOLNTED TO NFW + 'I WEATHER CANOPY I 7/2D/` 69JED FOR REVEV! _ _— I 1 NEW CHAIN 11NK FENCING I.PRIVACY SLATS T i MA TCG.t S NEM!4'-p' TIDE SWING GATE ' I NEW CANOPY POST NP FOP(p) - _ I NEW VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM NEW INSTALL NEW EXTERIOR FIRE EXTINGUISHER CABINET BY JONSECO, VERIZON WIRELESS TELCO CABINET i0 EXISTING MESA SPM IM/N JBXE33 OR APPROVED EQUAL ATTACHED TO PLATFORM - CABINET WITHIN EXISTING AT&T COMPOUND RAILING AND PROVIDE"LARSEN'S'FIRE EXTINGUISHER MP-20 -- (10)NEW`.ERIZON WIRELESS HELICAL PILES(t20 12' I DEEP/CCNCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP)SEE DETAIL 1/A-111.00 NOTE COI'- _TOR SHALL TURN SH(1) nICE BRIDGE DETAIL � ENLARGED EQUIPMENT PLAN B LADDER,FOLDING TABLE ORM AILING ILI GG B a -- CHA1R AND CHAIN 10 PLATFORM UPON CONSTRUCROh CONPLETION NORTH NO DATE R mon \_J SCALE= i'= V-0" SCALE = 3/e'= t'-0" i I 3/8'-V-O' I KE1 PLAN MFA Of WORK I' 1 (12)NEW VERIZON WIRELESS 7/8'c ANTENNAS CABLES kOUTEO WTR11N EXISTING 4-0' RAIL 0D TOP -' CONCEALMENT POLE NEWTREES AROUND BACK„ND SIDES OF NEW VEPIZGN WIRELESS COMPOUND TOLA MATCH EXISTING TREES AROUND AT&T COMPOUND REFER 10 SITE PN L[ 1/SP-100.D0 AND DFThIL 2/SP-100.00 > E RDIAGONAL NEW ISF1'L�I CHAIN LINK FENCING WITH PRNACT S'1.T5 y BRACAC:S S AS (4)NEW VER70N WIFELESS GPS U„iTS MOUNTED TO NEW WEATHEP CANOPYREOUIRED TYP A ! 1..x.Ctix 1 I I C 1 ITE\!VFJiIR AH SOUS EENCLOSU CABINETS AND IOKY!AED CC GFhERnTED TSRH SOUND ENCLOSURE SEF ATOP NEW ELEVATED ^S T lye GALVh`F2ED SL=L P1A i0gA1 •� w d p I NI\'!TREES(BEYOND)MOUND BACK AND SIDES OF NEW VERIZON WIRELESS 1 I w COMPOUND TO MATCH EXISTING TREES AROUND AT&T COMPOUND REFER T°SITE n H tP� PLAN 1/SP-10000 AND DETAIL 2/SP-100.00 `- Cy, '•+ --EXISTING AT&T FENCED LV EOUIPVENT AREA TO REMAIN 1 K/• TENSION BM jam- ,l. yW Z o a > ,.'( 15/B"TOP RAIL_____ STING TPEES MOUND EXSRNG AT&T C04POUND TO �Rtc1"+Nh-N 0 p 1 �••• "' I CHACE SYSTEM WITH T ` LATCIi WITH PG ON BLOCKING/ 'IS N.CJMB SL'N LINK ATSIN 1Zonv POf1sc. ver v GAZE LINE AND CCRNE2 POSTS 2 1/4' S WITH 10-0' o G MAX PACING I o v o y d•i 1 a\5'^,.;..Y;. i`=j,� .�+T` ..�4•; ,`Yj 4'rHK LAYER OF 3/4' I U o = y _ n� '•�7' u"D'�S'`=€.E%i.' I' ,' )ti a'�a}�'•--. �� /I L: 2'c BRACE 'ORIENT POINT 2' STONE OR GRA"EL -OAR � - �` <."�'`�'�."L`?Y:<" •':�-?`,i`cl.,'{ f�{ _ � w lt` �'1 (T(P `V`t'`; :yR: r: I •• {� 1 5/6"BOTTOM RAL (ji I I' II II II II � L�•i1 y—'i,'i—'I' ♦ -_8 — I' — — — � — — ,'I�- k l 1•1 J' 1'-B•e dH'IRtSCAPE FILTER FABRIC TYP 40MPROADSTONE OR GAEL BOOWU,W 11957 -S• TM l. (7 OJ VIRL OPH�seJpus I, l EAST EIEVATIO y I 1 I I I I 1 � ••� i , � I �wxcRETE I IfI I ,� -% N' y ( I ) U LJ L pkv "" "' * a (.II i 1 Irl•1 •,1. } ENLARGED EQU M NT PLAN AND 1�- 11. I 'AEAi`R'D LUV3ER SET %'� J' FENCING DETALS 1 ) I•1 I PAINT TO Orp'.S O--I f I I i66 E%ISR4a FENCiNe NEW FENCIrlG I'i I IN CG GREETE NRri°C-CI••11i I FENCE LINEOU�SIDS OF NEV' . DATE — JQY Z(M II -- n i ca-BACK ASPHALT 1 f >, 0' i I LI T PAI,-TYPICAL. ) rJ 1 l'-O' SONOTUBF FORMED �/ YI+JIEGT NO, 1a-71827 f t ----(10)NEW VERRON WIRELESS HELICAL PILES(x20 - -,I—_L-_ CONCRETE EDGINGSORAWT(Bl .NCic DRAWINGS DEP'CT THE INSTAL:ARON OF NLN VER17ON WIRE-mS ANTENNAS.G3LES A',D ETC ThAT S,ALL BE 40UNTED 1YITHIN A NET',20'EXTENSION TO D'c EP/CONCRETE PIERS Illi COVTIN�OUS CONCRETE P- FENCE FABRIC SCALL BE GALVANIZED STEEL M�H S GAUGE Ali PfiESSUPE TREATED ��'" _ LA1 I THE E%t571NG CONCEALOENi POLE F STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEM!Y04K STATE LICENSED PfaOEESSIONAI ENWNEER(NOT WFC) S16NUD CM Y OPENINGS FENCE POS SHALL 3E 2 I/4'I GJiSiCE DJ.METER W000 STARE AT a'OG CNEC[ED B" - ilA 1 AND SCALED DCCUUEHTATiO.1 POR TH15 WORK SHOULD BE FILED SEPARATEL AND CONCURRENT_'WITH THESE DCCuNENTS ALL SuCY WORK HAS BEEN PERFORMED BE 1 5/8O STEEL SCHEDULE S TCP AND BOTTOM PULS SHAL+ U SG;IE AS A'GTED ^- r - 0E 1 5/6"OUTSIDE DIAMETER SCl+EGULE 40 ET(G POSTS S Ely CONCRETE EODTLNG 1 ORA\',111'„NO 31'OTTER$(NOT TGG) BE SPACED A MAXI/U51 CF f°-D',HC"ES CNI CFNTER hD'fE5 1 �n� j! li 1/I r " I i FURNISH AND,NSTALL S/IND LATEEQUI FND ALL NECESSARY LEI _+(^V'„J�-,{'_r�� tl 0 1-4' 7-a 9-d' HMDY,AiC AND SR%FEVERS REOUIREO TO PP(1YDE A A-100.00 �'1 l EAST ELEVATION ��,.�® ("ATYPICAL FENCE DETAIL COMA-TE I CHAIN SLATS GAO INSTAL AXON 1 I E / }/15'=•0' / - I ADJACENT FENCING 5Ntq No I:GE fl• i If PFOl;O'PRIVACY SLATS TO LATCH EXISTING ,E SCALE t i'-0' (I ( 1 t DEC 2 0 2021 z . jC�tit I I r (2)3/4 A325 GALV STEEL BOLTS, A-101 NUTS AND 4JASHFRS,TYP PER NEW`Y1Z X 26 CONNECTION NEW PILE SMITH 10-/12'0 ; TYP FOR (2)GdV STEEL L4x4x5/15x6'LONG CUP ALLELES HELICES,FL (10 ) t TYP PER CHANNEL 32_O• I ft I �1 -174' 1 12'x12"x3/4"STEEL PIATE WRIA(2)1/2.0, 12'% 4•_i• B-5" i E-e' r8'-8' 2' - 12"LONG ANCHORS WELDED TO BOTTOM OF I - PLATE PROVIDE 2'HOOK.AT BOTTOM NOTE ti I ` •� I ' - •/x TOP PIER ELEVATION BE - Z I I I A R C )i ( T C T S SET ASS INDICATED IN FLAN qts®12'OC O p ,z.. G a �ofi DOWELS WITH STANDARD _ -O HOOK z I M7, I�� i • 124 TEC I INOI EJOI IIRIVE SET.\IJAFT,\1 1173: g p V-6'P CONCRETE PIER ' I I'A31(i9IC50 I .i 11,.,)Ni J4 L I J j 4'CRUSHED STONE OVER I O LANDSCAPE FABRIC I I TYP• •. •' fA COIJSOL to (4)q6 BOTT CONTINUOUS \ �x—x—x—% xx—x-,gZx —x x •'�—x —z—%—x-�'o�--x—x-re NEW 1-1/2-P PILE Wrtl 10'/12.0 l` 1 d HELICES(20 TON ULTIMATE-MIN 24',16'CONTINUOUS POURED 20 EMBEOMENT) CONCRETE PILE CAP 1 BOLTED/R STEEL PLATT CAP \ I I 12'x12'%3/4"BEARING PLATE, ND 7//ATE SUB�ION 20116 MUED FOR REVIEW L_ BOLTED OR WELDED TO SHAFT +\ � I TVP (7) PER PIER 1 6/3/16 P_IM PER ATTCM CCII 2 212VU X"FOR fiLNG i 16'0 SONOTUBE PIER,TYP FOR I (10) SEE❑ETAII ,/A-101 00 I ( FOUNDATION NOTES HELICAL PILE SPECIFICATIONS AND NOTES I n CONTRACTOR TO PROVIDE ALL REQUIRED,,SUPERVISION LABOR.MATERIALS, 3 FOUNDATION PLAN O B' 1-<' 2-B' 1 ALIGN BEARING PLATES IN CENTER OF EACY,PIER TOOLS AND EQUIPMENT FOR INSTALLATIOOF HELICAL STEEL ANCHOR PIERS AS L1® ' 2 ALL PIERS TO BE LEVEL WITH EACH OTHER (STE PIER SEC710R FOR METHOD INDICATED ON THE ORAN'INCS RELATED WORK INCLUDING IXCAVATION _ ® NORTH NO DATE REVISION OF DETERMINING TOP OF PIER) BACKIIWNG.TEMPORARY PROTECTION AND SHORING AND REINFORCED CONCRETE SCALE I 3/6'31-0" W'CRK I K.PIAN 3 ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHA.1 BE 9 C00 PSI AT ALL PIER INSTALLATION OPZRATIDNS SHALL BE SUPER✓t5E0 BY A LICENSED NEW I AREA OF WORK 2d DAYS,AIR ENTRAINED FROM 4-SF YORK SATE ENGINEER PROJIDING COMROLLED INSPECTION THE INSPECTOP 4 COMPACTWN UNDER STRUCTURES,BUILDING SLABS STEPS,PAVEMENTS,AND SHALL KEEP A COMPLETE RECORD OF PIER INSTALLATION OPERATIONS AND A , WALK WAYS SHALL BE 95 PERCENT DRY DENSITY COMPLY WITH ASTM 0 1557 PIER INSTALLATION RECORD SWILL BE FILED WIN THE APPROPTATE BUILDING A-101 TEST IN EACH COMPACTION LAYER AT EACH COMPACTION SITE OR AT LEAST IN DEPARTMENT NO CONCRE FOR PILE CAPS SHALL BE PLACED UNTIL PIER _ EACH'00 CU YDS OF MATERIAL VOLUME COMPACTION UNDER LAWNS OR IN INSTALLATION RECORD ISETAPPROVED BY THE BUILDING DEPARTMENT ( --'------ UNPAVED AREAS SWILL BE BS PERCENT 04Y DENSITY COMPLY YJIM ASTM C 1557 THE CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS PREPARED,SIGNED AND SEALED BY A NEW YORK STATE PROFESSIOY.AL ENGINEER FOR ALL PIER WORK <.-p. G v 5 MIDISTURBANCE EXISTING SITE DURING CONSTRUCTION EROSION d CONTROLROL M MEASURES.IF REQUIRED DURING CONSTRUCTION SMALL BE IN MATERIALS -B a-B"'�# I CONFORMANCE WITH LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL =x EACH HELICAL PIER SHALL CONSIST OF SECTIONS SAS MA UFA STEEL SHAFT ANCHOR AN 'Epp NJD EXITVSLU SECTIONS AS MANUFACTURED BY CHANCE COC I AND SUPPLIED El•CxCLL'S,VE DISTRIBUTOR,PREMIUM TECHNICAL ———————— --' -- ^--- 1 SCRVICES NESidURY,NY ^--�- yy� THE FOUNDATION LEAD SECTION CONSISTS OF 1-1/2'SQUARE SHAFT WITH 3 HELICAL rORMEO PLATES WELDED TOR SYMBOL- THE SHAFT SHALL BE SOLD STEEL WITH ASTM 153 HOT DIPPED GALV COATING THE HELIX SIZES SHALL BE 10'/ I 'I t'r1ll''yl I•I I �IIII I 1/2'X 3/16'SERRATED GALV STEEL GRATWG WITH 12' I i('.�r —7 SVJDARD SADME CUP FASTENERS AND ME7A1 COhTNG I iT;; � 111_�,_1,IIWpx26 _ AS MANUFACTURED BY MCNICHOLS,OR EQUAL TYP ALA FOUNDATION ANCHORS SHALL HAVE A MINIMUM TOTAL ASTALLATION DEPTH OF 20'BELOW GRACE AND A MINIMUM INSTALLATION TORQUE O�4000 FT LBS (20 TON ULi MATE) I 1 1 J I 1--^- WITx2B 1- 1 ' •I ■ ALL BOLTS ELDSMAER 3E SAE J429 GRADE 5 ALL 1YE1 AL SMALL BE DONE BYCER _ !-,J.LL Il ! -J ®� HOT DIED WELDERS IN ACCORDANCE WITH ASV AS i ALL MATEORL E 11L BE - - f-L r '�I 1 1 "�l_(�?{j.;j - rEOT DIPPED GALVANIZED W USED FOR WITH ASTM ONS A TORQUE IIJDICATOR i W�26 I fi"•^it I i•j i-�;•i 1 �— N veru dY CHANCE/PTS SMALL BE USED FOR ALL I4STALV.71CN5 1 m ri12xsB r ;I I I;�I I 1 EG�UIPMENT PAD STRUCTURAL DETAIL-HELICAL PILE +, t' SCALE = 3/4• _ ,'-o" I A-Ic2 I A-,m l +{ "1';> 'ORIENT PONT 2' 1 L----1 ��r� 1 iWITX26 NEW GALV STL IGG/, DIAMOND _ +V� +%+y-•Y , , . ———�———— —— I l- ' 4��MAN ROAD PLATE ACROSS NEW STEELNTC DUNNAGE - —Ll_ -.-31JL x-x-Tp x OREW.NY IV57 LINGER REIN EOUIPMEHT CABA,ETS x A—%— T x ' NEW w12x26 A I TITLE STRUCTURAL DETALS,FOUMATION I NEW W12x26 BEYOND--------4— I N, I PLAN AND FRAMJNG PLAN NEL 2-1/2-X2-1/2•x5/16' CONTINUOUS STEEL ANGLE BOLTED TO NEW W12X26 1Y/1/2' l / ," I DME JLY A 2--oxBOLTS, 's,CC _ _ _ ; FROLKi IJo VIA= NCM I I/2' 3/16• I O+AWN OY SERRATED GALV STEEL ...- ____ • _ I C4ECCED 6' TM _ SCALE TO)o• - �DUNNAGE/ GRATING DETAIL I ; CRAWIJQNO � I}F GRATINGl�� l� SUCTURAL FRAMING PLAN 101 -- ..... SCALE _ —I/2'=1'—U" `'� SC3/6'= 1--0- T I —_ • I O. 1� I NORTH s�4TNo '.` DEC 2 Q 2021 I�.. Flopro ons STEEL NOIRES 1 DESIGN FABRICAT'ON,AND ERECTION OF STRUCTUPAL STEEL SHALL CONFOR61 TO LOCAL ORDINANCES,NEI'YORK STATE BUILDING CODES,AND ThE LASES j EDITIONS OF THE ASC SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF STRLCTUPAL STEEL FOR BUILDINGS"AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS 2 STRUCTURAL STEEL EL H CCHE N SI NEDM GRADE MINIMUM TOT!A992 GRADE 50(STANDARD UNLESS STRUCTURAL SHAPES)O4 A500 GRADE B(STRUCTURAL _ TUBING) ALL ROOF STEEL HAS BCIN DESIGNED FOR A AUNIMUu TOTAL LOAD OF 50 PST' UNLESS OTHER1Y15E NOTED EQUAL fEO� 1Alf 3 ALL EXTERIOR STEEL SHALL RECEhE WS7M A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1 25 02/SO FT _ I 4 SHOP AND FIELD CONNECTIONS HOT SPECIFICALLY DETAILED Ci.THE DRAWINGS SHALL BE WELDED O4 BOLTED ALL BEAM TO GIRDER SHEAR CONNECTIONS SHALL BE TWO-SIDED WEB-ANGLE CONNECTIONS PER AISC SPEC,FICnVONS.LATEST EDITION =—x—z—x—x -X_ X _x x __96—xSSSS__ T x 5 ALL WELDING SHALL BE PL�WITH SUPERVISED A AMERICAN IED BYIG APPRY ED(AVIS)IN STRUCTURAL Y.CY NG COOL STANDARDSROFE MELDING SHALL BE PERFORMED BY -____ CERTIFIED WELDERS AND BE HAL AND INSPECTED I AN APPROVED RSPCCBON AGENCY AND LICENSED PROFESSIONAL ENGINEER RETAINED BY THE .• / KB W6%15 KB. -'KB 15� CONTRACTOR SAO ENGINEER SHALL FILE ALL NECESSARY INSPECTION REPORTS AND AMENDMENTS, D REQUIRED BY LOCAL CODES WITH COPIES TO T ARCH ALL RICLDING IS TD BE PET.FORMED l'mH E70%X ELECTRODES,UNLESS OihERl4TSC NOTED OR RECUIRED REMOVE ALL DIRT CRGSE PALM AND I I I f BURPS WITHIN 3'OF ALL IALLOS ALL BEAR SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE MEMP.EPS BEING JOINED A R C H I T L• C T S 6 ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM YIELD SIZE AS SPECIFIED B"THE AISC MANUAL,LATEST EDITION I x1\ -\ _ _ I I I mo- 121711-11NO111,1 111.IA'E 6CTAIR.1'T N1 I I-,Il (SEE 140TE#14 FOR ADDITIONAL CRREWA) I I I -1 - -- -- - _ SSSS_ _ / I P 01.81 Wi011.Ti pa9s i01,,..o ] BOLTED CONNECTIONS SHALL BE FRICTION-TYfE USING EUGh-STRENGTH.3/4'DIAMETER(LION) :.-!ZS BOLTS N'IT}i ASTM A40CaI.VANIZEII COATING SETIN 13/16'DIAMETER HOLES IN ACCORDANCE WITH THE NSC SPECIFICATIONS FOR STRUCTURAL JOINTS LATEST EDITION MINIMUM WES CONNECTION(S)SHALL HAVE(2)BOLTS - � } _ B ALTERNATE CONNIEC71014 OErAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT HOWEVER THE ARCHITECT SHALL BE 3 THE SOLE JUDGE OF ACCEPTADLRY,AND CONTRACTORS'BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN ON THE DRAWINGS ANY APPROVED ALTERNATE DLTAL(5)SHALL BE INCORPORATED INTO THE'WORK AT NO EXTRA COST TO VERIZON WIRELESS I ' 9 CONNECTIONS SMALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRNWINGS WHERE MEMBER REACTIONS ARE NOT SHOWN.BEAM I I I I I I CONSULTANT CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 509.OF THF TOTAL UNIFORM LOAD CAPACIIY OF THE BEAM,LATERALLY I z SUPPORTED OR THE SHEAR EAPh:4Pf OF THE WEB WHICHEVER IS GREATER I I KB _]C_1 KB/ �ISB we_)(_15�. _ -KB 10 ANCHOR BOLTS SHILL BE PRETENSlC 11ED TO THE MINIMUM YIELD STRESS SPECIFIED FOP STEEL CONFORMING TO ASTM AS07 SPECIFICATIOAS '�'-° I r� - ---'- } 11 INCORRECTLY fABPICAIED DAMAGED,O4 OTHERWISE IMISFITTI4G AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTER Wi THE FULLER AND THE LE FOR ECT PRIOR TO PENMEAS ACTION AL1'SUCH ACTION SHALL REQUIRE THE ARCHITECTS MPROVAL,AND THE CONTRACTOR WSIL BE FULLY RESPONSIBLE FQR All CDRRECTRc MEASURES AT NO ADOIDONAL EXPENSE TO THE VEPQON WIRELESS 12THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FCR STRUCTURAL STEEL AND METAL DECKING IN ACCORDANCE WITH ALL PROVISIONS OF THE BUILDING \ CODE OF NEW YORK STATE FOR REVIEW BY THE ARCHRECf BEFORE PROCEEDING WITH THE YORK ALL SHOP DRAWNCS SHALL BE STAMPED BY A � KNEE BRACE(KB) TYP LD DALE SUtLWS510N PROFESSIONAL ENGINEER LICENSED IN NEW MCRA STATE ME CONTRACTOR STNLL CHECK ALL DIMENSIONS AND ASSUME FULL RESPONSIBILITY FOR +\ I -3.0 CALM STEEL COLUMN DIMENSIONAL CORRECTNESS AND�T.THE ARCHITECT'S STRUCTURAL DRANINCS ARE NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS CONTRACTOR I 3'0 ALV T/2•GOLV N 0 7/20H6 SHIED FOR TEVEW SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRkrNGS FOR THE LOCATION OF 1VSCELLANEOUS OPENINGS AND RECESSES I 875"ITE AND CAP PLATES,ttP 1 B/3/b REVfiD Fv'Y AliQ3EY CCAl.E416 x�f i \ OF(4)ON STEEL PIATFOkM _2 212VU ISAtD FCA FLING 13 TEMPORARY BRACING SHALL BE 4VRR000CED RNEREYEA NECESSARY TO ACCOMMODATE ALL LOADS WHICH INE STRLCTURE MAY BE SUBJECTED TO DURING `•---DASMEO LINE REPRESENTS CONSTRUCTION.INCLUDING ANY EGLIPMENT AND THE OPERAIION(S)OF SAME SUCH BRACING SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR I HEW CANOPY ABOVE SHALL BE LEFT IN PLACE AS LONG AS REOULREO FOR SAFETY,AND THEN REMOVED UPON CO'MPLETI'ON OF PERMANENT INSTALLATION(S) I — 14 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,MECHN'ICAL AND ELECTPICAL DRAWINGS THE CONTRACTOR SWELL BE RESPONSIBLE TO CHECK AND COORDI'ATE DIMENSIONS,CLEARANCES,ETC WITH THE WORK OF OTHER TRADES THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS COOPERATE WTM OTHER TRADES PROVIDE A COMPLETE.,OB AND TAKE CARE THAT GOOD WORKMANSHP PREVALS DURING ERECTION OF STRUCTURAL FRAME ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT 15 TOUCH-UP FOR GALVAYMFO COATING SHALL BE COLD-APPLIED GALVANIZED PNM IN ACCORD/NCE WITH FS TT-P-645 2 CANOPY FRAMING PLAN 0' 8• 1-4' 2-B' SCALE 3/B"= V-0" ®�� NORTH No DATE REV610N KEY PHIL RL - r:MCN I AREA Oa WC, I NEW 2211A.3•GALV STEEL ROOF DECK f TYPE NS.75 MANUFACTURED BY UNITED -1 1 STEEL DECK OR APPROVED EOL'AL 1+, FASTEN DECK TO STEEL WITH#12 SS I OR CALV STEEL SHF DR'WNG YEW 1-1/2.OD GALV STEEL PIPE RAID �' SCR_ O B•0 C MAX . tion 1� T-6 IMAM \ `NEW GALV STEEL W6x15 HANDRAIL SPLICE(AS REO D) 1 4• CLOSE ENDS / �-IJ.3x1/4'BRACING AT UNDERSIDE OF y- $� DECK � NEW x1/2• 5SEEL PLATE i SECUREDRED %16 TO NEW i'6a/5 ATH(s) GALVANIZED STEELI CRATE TREADS ' 3/4'0 A375 BOLTS TYP 1 PIPE 2 1 1 ' /-TO NEW NU.,:/2`THICK BASE PLATE uE0 STEEL ST (TYP) RINGER ) I( I f \ I NEW L \y� \ 4.i'5/16" _ SEC RED TO hEW x7/2•GALE STEEL PLATE 5•HICK GALV STL TOE PL 4 - 1/4 (4)3/4'9 A325 BOLTSL(IP)N"GE TURN I r 1/4• y STEEL ANGLE s TOE BOARD f!I I `� FLOOR LINE I ® SPLIC i ` 'I - I \i venzon a (2)3/4' ELEVATION M N i ' A325F BOL s TOE BOARD BAR A_vERTiCAL 8 110 W. ; (T P) m 'ORIENT POINT 2' 1 1/1'P STD PIPE �2)3/4-s BOLTS A SIDE LII ')' _ - 1- W12X26 QMW�ROAD 1/8• �� --<I- I/(' 6".21/2"kB"LONG it �® -- ORS,NY'(1957 ly_ � ® i� j n ( i/z•BENT_P 1_6 i 1 ��T-Q _T s•_� ,D I �1/e• v T/S" - A 0 0 NEW 3.0 GALV STEE. (2)3/4 0 iv CANOPY FRAMING PLAN , --I\ � _ i j cowMN wEDED To NEW Bclrs nP AND CANOPY DETAILS G + —� � 1/2•THICK 978E PV.TE 1 1 __ ,•y C0.ILVECTIVG P-E 4 'j" p/ —NEIN 5.1Q"„'-GA!V _ , NEW G1 Gz,53 I STEEL PLATE SECURED TO NEN STEEL DUN-WAGE DAIS RAILING SPIJCE ( L! N! x s/1e ' o '- i GRAD. tv zsA BOLT ( 3/4 6 A325 P BOLTS(Tti) /// , /j/:/ • - it_.Y87J CORNER DETAIL O X GALV sa ANGLE —X / PRO!ECI NO ':}3/t'l A325 BOLT fid- /� i// �/ 1/%/ `/."/'�// � GPAWN61 AAH �TYP n ' CHECKED BY -�^ CLO EENCS SCAtE _ A5 NOTE4 r 1 `l^^I ^ ••en..a.�-_ 3/p"TAB WELDED ib FCS/ptV tE rr - DRAVAVG NO I. (i il'P LCLJEE BRAC C PLAN AT CANOPY POST'C' + C. � I.-I }J L L 1 ,� •^- " ' • 3 �J STAIR i DETAIL RAILING DETAILS CANOPYOING DETAILS SCAE SCALE t 7/c"= I'-0' sHE=r r.'o A-1 ®Z®®�Q�pi t1 ry_I•,I I LI i'''� j—r;'��j+;rir"�}+ ;i L DEC 20 2021 :c �j s 71- ; v RAYCAP JJ ANTENNA NOTES ANTENNA PLUMBING DIAGRAM ANTENNA SPECIFICATIONS UGDEI NUMBER R%%DC-TJIS-PF-4B VyL HT,320 LEIS(TOIAtr J ts7J I , ANTENNA NOTES ANTENN AIA UFACn R R AMPHENCL 4-Lines 1-Antenna MnD ND CM',XD63X25GDD _ EIeriable d-Diplexer2-Ouarplexer 1_57J' i I4` 73- Antenna Variable Mechantrzl Antenna I Antenna Model Quante Azimuth Domtilt 'Dovmblt Weight Cables 1'+r 20• -�,�, 11 r 850-CeRWar WAt 7o0+a50-Pcs+nws --�' I IM PCS-ENDO. WA ( 1 �/ �! i� Alpha 700-LTE cwwAvs3xtscco _ I1 60 s i o 4•I (4)718• r O❑ AWS-LTE SAME h5 LTE 3 I 0 � � �- PCS-LTE SAME AS LTE 0 0 "\ % y 850-Cellular WA ,'\ 1 -e eonoM y4Ew PCS-EVDO NIA ??, = A R C H I T E C T S Beta 700-LTE arN)o0.3¢50vo 11 240 2 0 47 (4)7/8• / l! Fftorti,MEW SIDE MIEN 01 LCH\Ouwr ntuvE,lTAOAu,e1 11711AWS-LTE I SAME AS LTE 0 0 / ,\ ( 1`071 IIS-AIC 11611 1,NeaR5V 1�."ulrtlln PCS-LTE i SAME AS LTE I 0 0 850-Cellular WA - PCS-EVDO NIA 1 ' Gamma 700-LTE I CWWNA3X25GO0 I1 850 6 0 41__ (4)7/8" i I AWS-LTE SAME AS LTE 3 6 I FRONT I REAR PCS-LTE I SAME AS LTE 0 0 O II NOTES. I I I , 1 ALL INDICATIONS OF NORTH Mf FOR REFERENCE ONLY CONTRACTOR TO VERIFY INFIELD TRUE NORTH PRIOR TO I /� SECTOR ANTENNA INSTALLATION '607 i I v MOUNRNG O �o CONSUV. ' 2 PROVIDE DOWNTIL7 AND MOANING BRACKETS FOR MOANING UP TO A 3-1/2.O D'GALV STEEL PIPE THE � ' BRACKET MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE NM0i 1 3 INSTALL GPS UNITS AS INDICATED ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER _ _ _ _- _ _ _ _ _ 4 ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA CABLE I _ I INSTALLATION(TYPICAL FOR ALLANTENNA CABLES) E:- 6 <_, I 1- r,,L 2 MAIN DI TRIBUTI N BOX DETAILS 5 PATCH,REPAIR AND RESTORE ANY AREA WHICH ISAFF CFED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE I(7-'C�O�BPF• 7'COBPn Ph P4 I ' I OF WORK.WITH NEW MATERIALS TO MATCH,ALIGN ANDBE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES SCALE = 1"=�t.-O„ 6 ALL CABLE LENGTHS MUST BE V I F TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING I ------ CROSSBANDCOUPLER M�UFACTURER FS FROM YIEY! SIDE 19E1V 70P NCW _ M COLOR CODE AND SECTOR I �- -- ------ 41AAODFjFD9R6004/1C-SL MOUN7ISIJQ EL ISRED FOR fiEYEW7 ALL EXISTING CABLES TO REMAIN -' `' -"-- -? I I ) 5PIPE IEVED FO REVIEWY CGA80> -Ft-_`---____" 1 ' AttS AFn GPS MMIIIFACTUFFR PCTEL I,6:T I' l$yT¢y WRFdbW [SCA DIAMETER f MDOL NO GPS-TMC-HR-26N SII '.I}- SECTORS• 7/8'DIA.CAB (UPT0100') I aEacwle� -� �b 'u'Y WFICHTT 06 LBS f SECTORS-11/4"DIA.CABLE IUP TO 200')63 LBS/F7 L,S 1 STEEL PIPE I SECTORS-15/8"DIA CABLE 1207'OR GREATER)70 LBSiFT � Q 1 0In 10 CLAMPS — --- __ 1 I PCs Al'44 N f` I PRAM15 PRA 1L' I I 1 I NEW^IPLEXER - 4 SECTOP SECTOR 850 LTE-C LTE-A PCS AWS CPS I ( I SECURED TO ` ALPHA WHIIE G°RY REO ORANGE PURPLE YLlLOW BROWN • I I GALV STEEL BETA BLUE GRAY RFD ORANGE PUNPLE YELLOW FONT NEW I LQ�Y W �- P OENTMG NO DATE RENMON ANTENNA DETAILS GAMMA GREEN MAY REO CHANGE PURPLE YELLOW ) 1 SCALE - 3/4 = 1-O 3 DALE= 1' 1 DETAILS KEYPHN ARCA O' OR. G 5 UNQ SCALE= 7' =I 1'-D- # 2_4 1/2' I j -a 1/2'_+ *2-5 1/2te_ MANUFACTURER ALU REMOTE RAOM HEAD(RRH) MANUFACTURER ALU REVOTE RADIO HEAD(RRH) MANUFACTURER ALU REMOTE RADIO HEAD(RPH) i Mn_ nF1 N,1M,BEB,013 RRH4x30(700 LTE/850) MODEL 925 RRH4.30(PCs) MODELNUMBER.B66A RRH4.45(AWS) VOEIGHT.55 6 LBS YlELUHL 53 0 L95 VFICT,56 B LBS y _ ` _ 116' ; +k 75• 12_Bg 120• FR4MZcJ ! •I �(r ^' ItX �• MOUNRNG =__- _=7 f ` 1 pt°y1 - BRACKCi _-�(t{` ALCATEL-LUCENT EZBFe STICKA3� Lief( MOUNTING =�'E ! �-MOUNTING =1 r_ r BATTERY CADINCTS SPECIFICATIONS rte-, 6RACKEF -`=_ yq f ^ BRACKET CH1 'Sr`1 NEIGHT WTHOUT EIATTERIES-G36 L95 FULLY EQUIPPED 2626 LBS T'� I SHELVES '�� I eAnERY(an) too(Ant I s+gs sF€ 1L$ � ($ lAo=, I �• TTT{13TG.'G67 nI Ti 7:+I 5)l� j f1� Pr'n BATTERY WEIG.T 3 BS E b� ver'z®n� cAPACRY I zoo ". I^ 118• ''=xl 720• .,Y •T 717" Iryd COOLING "AN C000 I FRONT NEW' SIDE F. 70?YIF7+ ISOMETRIC RENDEMIG FRONT NEW SIDE VIEW TOP EY+ ISOMETRIC RENDERING FROW VIE1V �,D�F\^.:1'( TOP VIEZ1' NdFTRIG R-NOERING � I 'ORM PONT 2' ' EXISTING PPE WAST ETISTINO PIPE IST EXISTING PIPE HAST ' NEW SMALL PIPE MOUNT �NEV.-SMALL PIPE MOUNT � i NEW SMALL PIPE VOUNT KIT ;�._ _(� '" .S020p MM ROAD KR FROM MANUFACTURER IDT FROSA 1tM1UFACTURER FRC!!MANUFACTURER ( 11{tq�yJ.I (ACCEPTS 2.0-6.0 PIPE) •' (ACCEPTS 2%-6.0 PIPE) (ACCEPTS 2.0-6'0 PIPES Q' _T-J T,(`(1"�� i E b Ra a1nV VI V 11RF NEW PRH WRH SOLAR I �-NEW ftftFi WTH SOLAR I I NE1Y RRl Pl�TH SOLA?SHEID l TioN AND SHELD TO BE SECURED I SHIELD TO BE SECURED` F^L'y TO BE SECURED TO NEY+GALV ° - ! I LI f L IEOWNENT MALS TO NEO!CALV 2-]/8". � 1 1 TO YEV!G&V.2-7/6.0 C{ I 2-716-b STEEL MOINTING P,O;STEEL MOUNTING APE STEEL MOUNTING PIPC (�� WTH 1,ANUFACTURER*SWTTN NAN1,WTURER'S 1 SYNH MANUFACTURERS -' HARDNAREHAROW'ARE " HASOWAFE --11 - Q•IGR rAPMF'f. ' :' --- 1160KG 1 1 PPAIIN Q C-S7E.4 J pkA1VN dri 04 FLttN�._EL.`d -.52LPl, FEAR cam' CIiKAEDDY -_-_ n• 1 ' SCALE AS�yY�___•_ _" .^" ....... r,-',,RRH DETAILS 5�SEOPMEIVT CAB�NET DETAILSSCALE = t - 1'-C' I 1/2"-'t•-0" s1'EETrxr GF`ti" (, � r .� 1 k DEC 2 0 2021 f f,..eJ Poard of , I � I TOP Of CANOPY 1 j b9'-0't AGL T.O NEW CONCEALMENT POLE EMNSION BE-6*AGL V CANOPY POST,TYP TO NEW VERIZON WIRELESS ANTENNAS -j � EXTEMTEND IWO(2) 2'88' T CC 'O3 i FROU TOP OF OF TROUGH EAND A 3)NEW RAYCAP IAN DISTRIBUTION TERMINATE AT NEW 1 1/2'D STO PIPE �O%ES MOUNTED TO EQUIPMENT CANOPY CEILING HANDRAIL WITH '%1/a'STEEL EXISTING REMOV.8LE COVER FOR IJNTENNlS 1 PLATfORU HANDRAL 1 CARIE ADULATING TOE PLATE MOUNTED UI NEN/ ET ! CONTRACTOR PLATFORM WIRELESS EQUIPMENT 1, PROVIDED AND PLATFORtd ! INSTALLED(NEMA A Et 1" f0"X10"Yl8" TROUGH ! A R C H IT E C TS Ibl ThcHNn,OL.T DRIVE lCTAUI,FT\1'11:17 EXTEND THREE(3) 1 3"EMT CONDUITS ----- !'(11«uV4501 h!•TI 66481501 nv..ol.•u.,v� FROM TOP OF TROUGH AND IDS F ELSy i ERMNATE AT } BOTTOM OF UPPER TROUGH TIC GENERATOR DISCONNECT PROVIDE TWO(2) CAS 8.'-6'3 AGL 2-1 2'GRS NFR SQUARE 0 E..OF NElY VERIZON\WRELESS7NAS \ 6"LAIN G"MIN / CATALOG NO HU365R C� O D I NIPPLES AND v,T 18%L� I 9'P UNIS7RU7 CAP(TYP) -- _ - - — MYERS HUBS BEMEEN THE COOV/ r0JA/3-POLE ! RAYCAP 0 A3ND27 gg• NON-FUSIBLE _ N THE TOP OF THE UL LISTED EXTEMOR TROUGH o ENCLOSURE RATING NEMA 3R i I I , CGNSUIiANI - 4 l ! coNTRAcioR I I PROVIDED AND INSTALLED L WEATHERPROOF (NEMA 3R) II 10'xlO X6-0" ! TROUGH MOUNTED I� TYP ELEVATION 014 uN�sTRur PI AN VIFl4 _ I (3)NEW VERACK VA.TYP ANTENNAS ANO i MOUNTING BRACKETS,NP ccF OFinll h10 DATE SUeMiSSK)N 1 T/A-103 Of] 0 ]YNYS 6AE0 FOR M1F/EW GENERATOR DC DISCONECT DETAIL ErYA �V3D Al CJdEY�.t45 - I/MAIN DISTRIBUTION BOX MOUNTING DETAIL �_ 2 2 2VV MW FOR RING T SCALE 3/4"=1'-0' SCALE = i" t'-0" I � I z I BULLET2X12NB FAB EXISTING CONCEAVIENT POLE W NEW 20-0" > EYTENSION— 4a ' NEW TELCO/POWER CABINETS PmTvA Typo `moi - -^_ MOUNTED TO NEW STEEL NAND RAIL WITH PIOOO UNISTRUT __- ._- _. _ r0 NOEEL DATE PEVISIDN Pr.Pwe3 Rr OYs FEY PLAN �( 5 A2EA OTlvORK DKnrcTu LCDIr4 i i � -` VC4QON V1 ELESS EQUIPMENT COMPOUND ON STEEL DUNNAGE NOTE El _N_OTE 1 �C H-FRM'E -_ I � ✓ - �' 1 (EXISTING) IAO CONTRACTOR SHALL ENGAGE THESERVICES OT< l3DD ?00 OD'TING F NEW METER(SEE OCATEAN UNOA LRUNOERGROUNDOUND UTIL17YLEO IPMENTO'`PANY T EXISTING IAETER EQUIPMENT NOTE_2) TRENCHING AREA TO AVOID]ANY DAMAGE NEN COMRIN'ATION —6'MATCH EXISTING GRADE METER MAIN ENC'-OSURE 2 HAND EXCAVATE WITHIN=OF EXISTING I CONDITION ® _ (SEE NOTE EI) UNDERGROUND UTILITIES(V IF)MAINTAIN 18-MIS! �'' CLEARANCE.OR AS DIRECTED OY THE VOF,C BACKFILL AT TRENCH SHALL F C H I T �. L -). S I COMRACTOP TO MAKE ALL PJC JOINTS WATERT,Cr/ H-FRAME �B-c COMPACTED IN•2' �l I r� IE.SI PRIOR TO PJ,LhFIWNG ED `-1I� (NSA) LIFTS 70 95:DRY DENSITY 1_`1 TECI INOI l][:11]I.IVE 6L7ALJI,ET,NI 11715 NOTE E6 _ J I_ �-COMPACTED S8-LIFTS I`8116i•14iiO 11 NII H•Fyb ..,, Iy/ 459 I•.,•v„r...i (COLI DRY MSI UFIS TO BSR DRY DENSITY NOTE -'6.WIDE METAL CORE E3 ( UNDERGROU14D WARNING 1 -NOTE EXIST- PSEG XJSTAPE PRINTED WITH -PHASE E5 —_-(�-- i PSEEGG 'CAUTION BURIED UTILI7Y 1 TRANSFORMER LINES' EMU—GRADE ' ^ 2.12 MOISRE TREATED : ^` ,: N WOOD PLANKS PAINTED ? RED NUMBER OF PLANKS -- —�— I AS RCO'D FOR'VIDTH OF CONSU,TANT ELECTRICAL NOTES -- s` ---- I `Y � \'�yj/.'' WASHED SAND I4 6'LIFTS EI PROVDE NEN UTILITY AP-ROVED,SINGLE PHASE,20GA OUTDOOR COY INATON METER PAN/MAN V• _ PVC CONDUIT,lYP CIRCUIT BREAKER(SIEMENS ML70202L12CORLC)LABELED-VETIZON V.IRELESS• —__ �j i`yV % ,� COORDINATE TYPE SIZE AND NUMBER OF CONDUITS E2 COORDINATE WITH PSEG TO SET A 200 AMP SINGLE PHASE 1JETER IN ACCORDANCE:1Rh �a t�YO� y Ik- -J] WITH INFORMATION SHOWN PSEG'S STANDARDS LABEL METER'VERI2DN WIRELE65• CONDUIT/WIRE LEGEND 1 Gi"�' / -fl="r'y1II ON ELECIRICAL DRAWINGS E'-'- AND l'RTH ELECTRIC AND ES GROUND THE SERL'ILE DISCONNECT PER ARTICLE 250 OF THE W.TIONAL ELECTRICAL CODE ) / C - _�"111' TELEPHONE UTILITY PROVIDE A 6 AWG SOLiO CDPPER GROUND WIRE AND 3/4'X 10'GROUND RODS(2 O PRIMARY AND SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND PROTECTED ` �-I�eIJ-!• I I`--ILII _I-II '-r�� CUMPAHIES DURING CONSTRUCTION REQUIRED) GROUND WIRE SHALL BE RUN RI 3/4'SCH 80 PVC CONDUIT WHERE F%POSED TO - FT-II(- „� I._I Z;I-JIf PHYSICAL DAMAGE MA%IMUTA RESISTANCE TO GROUND SHALL BE 5 OHMS PROVAE AND INSTALL O , ADDITIONAL GPOJND RODS NOT LESS THAN 6 FT APART TO MEET MINIMUM GROUND RESISTANCE B 2-1 2'SCHEDULE SEE IC PVC DISCONNECT N'RH 3-'4 0 BETWEEN THE TP.fu'NS�ORMEft —UNDISTURBED EARTH ARID THE NEW SERVICE DISCONNECT I/ - I • i_I F_I I-J;rI: -¶ NO DATE SU0146SIOH AS REQUIRED �T - __¶ _ _ -c4 INTEGRATED SEPJICE PANEL(ISP)FURNISHED BY VEPoZON WIRELESS AND INSTALLED BY THE O'N-1/2'SCHEDULE 80 PVC CONDUIT Augh 3-f•4/0+1 - LI2 GROUND 1 - L(L U 7Y20db ISSlEO ftk REVIEW CONTRACTOR THE ISP SHA1L CONTAIN 2G0 AMPERE UTILITY AND EMERGENCY CIRCUIT BETWEEN THE NEW SERVICE DISCONNECT AND AWN CIRCUIT BREAKER IN THE I._ I �(-,' 111- SIVA IEY3A PER AT03EY C04 ANTS BREAKERS,MANUAL TRANSFER SWITCH,AND 42 POLE PANELBOARD ALL HOUSED IN A NEMA 34 INTEGRATED SERVICE PANEL TJI LF -F I'r ENCLOSURE ISP SHALL BE UL LISTED AND SHALL HAVE A'SUITABLE FOR USE AS SERVICE 2 2/21M Li9L-0 FO.4 FL¢G EQUIPMENT'LABEL MINIMUM INTERRUPTING CAPACIT+SHALL BE 22,CO0 AMPERES FULLY RATED T" CONTRACTOR SHALL COORDINATE W1T1 PSEG TO DETERMINE 1HE ACTUAL AVAILABLE FAUL- - CURRENT AT THE POINT OF CONNECTION AND NDTIC THE ENGINEER IF THE SPECIFIED 22000 AID IS NOT ADEQUATE E5 GROUND THE INTEGRATED ATED SUMCE PANEL PER ARTICLE 25032 OF THE NATIONAL ELECTPICAL — CODE PROVIDE A yAIVG SOLID COPPER GROUND WIRE AND 3/4'X 10'GROUND RODS(2 ELECTRICAL INSPECTION i -- REOUIRED) GROUND WIRE SINAL BE RUN IN 3/4'SCH 80 PJC CDNOUR WHERE EXPOSED TO PHYSICAL,DAMAGE MAXIMUM RESISTANCE TO GROUND SHALL BE 5 ORAS PROVIDE AND INSTALL ADDITIONAL GROUND RODS NOT LESS THAN 6 R APART TO MEET MIN0.NM GROUND RESISTANCE THE ELEC7RICAL CONTRACTOR 5.ALL PROVIDE A CERTnrATC OF AS RE QUIRE CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND BUS ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED ! WITHIN THE ISP AND ENSURE THAT THE SYSIEM BONDING JUMPER HAS BEEN REMOVED ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES I NO DATE REVISION E6 tOKW DC DIESEL ENGINE DRNEN GENERATOR 1'A7H NFATHERPROOF HOUSING INSTALLED ON 1 CUNN,GE. GENERATOR SHALL BE FURNISHED AND INSTALLED BY VERiZON WIRELESS fill KEY PIAN ^AREA OF NORK E7 PORTABLE A/C GENERATOR RECEPTACLE FURNISHED WITH ISP COORDINATE FINAL LOCATION WITH �y VERIZON VhRELESS REPRESENTATIVE PRIOR TO INSTALLATION - -� ELECTRIC RISER DIAGRAM 3 UTILITY TRENCH \ J SCALE= NTSSCALE - 3/4"=1'-0" �I LINE OF MINIMUM ` CLEAP.ANCES� ENGINE EXHAUST POLAR POWER GENERATOR ,� MODEL#:62201.3CA1 f J a I -' '------ - -- ' SERVICE I --- zonl/ ACCESS V) -HOT AIR EXHAUST 9 POWER — FRONT (FOUR SIDES) F1cL I`PE L'L-�EI r-T N I I GUARDED ' OUTF J! DC v0,-AGF _ -�'IT `' $ 1 �I EMERGENCY STOP 'ORIENT POINT 2' 3 StJ?J LalGblt ="T J - - - � /� f SWITCH R_!AO ABLE DOOR i�_INftiR !U_'.VL I7 ' I t�l �`' Do ro GUARDED 00 m SERVI E ACCESS 1'lctGF1-f G Y I 1 II„ ELECTRICAL LOCKING HANDLE i U01-%%]I '�, =.C)T'T 6 PENETP,ATIOtJ 18' IN i 01_ C]\�A,Iry : LII I,E: AIP AREA SERVICE 40200 MAN ROAD •( '-i' r_ AccEss _- COLD AIR INLET, Oi�IT,NY11957 f ILL CDIIJJtt;"Tibtd (ter P(>' . - _ f FRONT DOOR FIXE DOOR __ _z___^_ FRONT DOOR IS j TITLE l - _ MAIN ACCESS BSER DIAGRAM,GENERATOR (,1 GR :1` i,' 3325 _ COLD AIR INLET -- - --_- - FIXED REAR DOOR- �O n�AND 1 tet:;{,•ET .J_r"?lIC Ll=-".0 � I -��. 'n s 2� >;->� �� '-Ih TRENCHING DETAILS t =�L _I;li? (LF �4 '� 4 Til ,♦ ah. ` - 42--- - 2962" _ 2962„ L 4 39•' OA'6 u+'anf PROFCi NO, 1E-:323 y 562" L I QPAIIN BY MY �1CHECKED BY ^_RA ,. BOTTOM VIEW TOP VIEW FRONT VIEW I SID VIEW SCALE AS 1A1B) DRAY/INCA 40 GENERATOR INFORMATION j E--100.100, `{I' SCALE SHEET NO ,---t.:! - f DEC 2 0 2021 ,',_,: THIS DETAIL DESCTS GENERAL GROUNDING GROUNDING KEY NOTES METHODOLOGY FOR TYP ANTENNA INSTALLATIONS SEE ARCHITECTURAL DRAV9NG1 O MASTER GROUHJ BAR[mSe -CALV,hIZED STEEL GROUND BAR B+ FOR SPECIFIC ANTENNA.MOUNTING GPS UNIT AND A ) ELECTRIC NOTKKv ' COMPANY wBLAH INSUoks MOUNT TYPICnI FOR T (4j AT CANOPY f © IIA'..GREEN rtN5*-11 SOLID OR-BANGED COPPER PARE FROM RAMBLER GROUND O&1R TERIOR GROUND RI NG(ECR) ^f O ©P2•`AC GREETI I UI�)}lEC SOU.OP STRANGCD COPPER VARE EQUIPMENT GROUND BUSS L/ l\ TO(ICB) .LONG EOJleME1T LINE IS WO'CATEL +\ A, —NEW VfFAiHER CANOPY O'�6 kG GREEN INSULATED SFRN.DEC COPPER VIRE FROM EGUIPMENT TO EQUIPMENT ABOVE NEST VERIZON GR KD BUSS ! WIRELESS EQUIPMENT PAD 92 A G SOLID DNNEDI COPPCR WIREEXTERIOR GROUND RING(EGR)BURIED 42•BELOY ♦_` Q ` 'FAIRE,CONNELTED Tp GROJND RODS THAT ARE NCORFCRATM INTO THE EXTER'OR ryP u OE GROOND RING ALL CONNECTIONS ARE 10 BE CAD WELDED AND SPRAYED WITH 1 COL ',LVANIZED PAIr n t A R C HI T E C T S PO513.p CANOPY ©/2 I\C SCUD TINNED CCPFER W"RE FROM UN'ISIRUT FRANC(CLEC/TELCO BACK)TO ECR 121 TEL•fNOLOQI DILI%a%ITALIKLT N)11711 -Y---- ©CONGEALMENT POLE GROUND BAR(ICE) I'M1SI Otl•>3i50I I"1 11Ni191 x+,v..r,ui• •n GP$COAANL _ _ _ _ I(' _ _ __ I _ I CABLE TO O#2 I11".'C SOLID UNNEDI COPPER RARE FROM ICE BRIDGE TO AIG8 COMMUNICATION EQUIPMENT Qi /'Z SO:JD TINNE91ICOPPEF tYIRE FR06'CANUPY LONDUR SUPPORT i0SECR ANTENNA GROj1VD BAR (SACB)ONE BAR PER SECTOR I - N AT CvVOPY :GROUND KTT(CGK)DO I+Di INSTALL ON BENDS ! 5-`-'— (�l Q2 NG SOLID TIt.NCD COPFEN WAC FROM EACH AllTENHA MOUNT TO SAGB CAD-WEALD `-� FOUNT.TVP. I I AVIG STRANDED C EEN Tr1Wti'HS-10 COPPLP WIRC FROM EACH COY.TO SECTOR CONNLTAW M 1/2 o COAX M AN ANA GROUND (SALE) \I JUMPER$ O ` / N $2 WG SCUD TIP:vE COPPER:'ARE FROM EACH GPS CGK TO SAGE! — — — -� O O ltG SOUD TWNE COPPER"IRE'ROH REAIUTE SECTOR N,TENNA GROUND BAR (SA(`,B)RCUTCD To NCEALMEN!pOLF GROUND BAP,(1VPICAL OV 3) /�I 5}iA %10'-U"LON:COPFER CLAD STEL VERTICAL GROUND POO BURIED 42'BELOW FW 11 I .f p L/GRADDE RODS$HALL E P CEp NOT MORE THAN 15'A:NOT LESS THAN 5 APART FROM +T ADlUR GROUND 05�P) _ p 5 81%10-0-(,ONG COPPER CL..D STEEL VERtiDAL CRDUN.ROD IN IHSP-cC ON iC„ ,• II51.-.—————-— ( — —— --^- --- v II O V5k8 BURIED 2 BE FW GiWOt M' OF(2) (SEE DETAIL 3 TNI$SNCET� A" STRANDED 4EEN THV:N INSULATED COPPeR VJIRF FROM COAXIAL GROUND KITS NO DATE SUe BS UN 'Cl A.T BASE OF C NCEAIMENi POLE TO TGB (TIT FOR EACH CABLE) REVIEW GROUIC LEAD TO MASTER �l 1 0 712 15 REVISED FOR ATTORNEY GROUND BAR �/A 2 AI'JG 5000 TiEN[D COPPER WIRE FROM NEW TCB AT CANOPY CONDUN SUPPORT TO 1 8rJ/L4 AFV&�F�ATTP2EY CCM4A75 NOTE CON..EAWCNT POLE GROUND RW' 2 2/2" ISSUED FOR TING EXCAVATE BY HANG FOR THE CONNECTIONS TO t 1 THEE SAID G TONER GROUND RING TO ENSURE O 8 210 AX'C,POLE RYNED COFPEk\.IRE FROM CONCEALA•ENT POLE GROUND LUGS TO THAI 5N0 GROUND RING AND GROUND LEADS Of COIIFCEALAIEtui POLE 4kCJH0 RING(TGR) (TOP OF 2) -- OTHER CARRIERS ARE NOT DAMAGED f I ---- e VO @ J.ING SCUD 71 VIED COPPER-BE COHCEN,MENT FOLE GROJN.RING(TCR)BURIED n2' -- JNIN BELON GRADE OHNECTED 10 GROUND RODS THAT ARE INCORPORATED INTO TGR ALL F U CCI�NEC TION$ARE T BE CAD WELD.AND SPRAYED WITH COLD-GALVANRED PAINT (EXISIING) — FO GROUNDING SYSTEM CONNECTIONS Y! A A'h�,SOLID RVN D COPPER FROM GENERATOR ENCLOSURE TO GROUND RING _ COPPEP GROUND ROCS AW'0 STRAl GED GREEN THWN INSULATED COPPER WIRE JUMPERS CONNECTED GROUNDING SCHEMATIC PLAN �. ..��8 40RTH COPPER GROUND ROD W TEST WELL O R,AWG BRIDGE I OCCPPEPLIS TO IC R AT GALv 4i�LC SORAD E TO DOB D ALL C(TYP)�ONS) /�� NO I DATE (REVISION O p±AWC SOLID TINN (7YP WA ED COPPER NE FROM LICHT TO EGR AT(2)) KEY PLAN j GROUNDING NOTES AREA OF WORM_ I 2 AIL ANTENNA MOUNTING W:R—E TO BE GROUNDED TO APPROPRIATE AN ENNA GROUND BARS —� 1 ALL ARTICLES $HALL C 10 A VE THE MOST RECENT REQUIREMENTS OF CAST IRON FLANGE AND NEC ARTICLES 250 AND 810 AND u<RIZON WIRELESS STANDARD NOTES AND 13 ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION(6) LONER WITH WORD'GROUND' - MONTYS PETER INSTALLATION AND EVERY(12)MONTHS THEREAFTER .; SPECIFICATIONS(LATEST VERSION) CAST INTO CG%ER ••'Y3C.ir.T.C^'" ` ALL DETINUE AAE SM05YN W GENERAL TERMS ACTUAL GROUNDING INSTALLATION * AND CONSTRJCRON MAY VARY DUE 70 SITE SPECIFIC CONDITIONS IT IS NOT 14 FUR DISSIMILAR METALS,USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONI:"LC70R THE INTENT OF THE DRnWhGS AND SFECIFlCATDNS TO DEPICT EVERY PIECE OF BETWEEN THE TYO INSPECTION HAND MOLE \�C ot EQUIPMENT AND OEIAL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED 15HETALIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLYPROVIDE SYSTEMS WTM AAL APPURTENANT EQUIPMENT OR COMPONENTS ACCORDANCE WITH NEC ARTICLE 820-40(A)5 PROVIDE GROUND JUMPER FROM BONDING BUSHING `\ \C I`I, \` ..J• I 'r WHETHER SHMV14 OR NOT.TO MAKE A COMPLETE OPERATIONAL SYSTEM IN V Imo,? COMPLLII.CE WITH THE CRITERIA SET FORTH TO NEAREST MAR USING n"2 WIRE AND OZ-GEONEY TYPE MBLC BUSHINGS GRADE '` `` f�` ��{\7W\tCt'� (J,• 3 RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS MAX CONTRACTOR SECTOR ALPHA SECTOR BETA SECTOR CAMAW ` \, \I V SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D@H ANT/MOUNTS ANF MOUNTS AVT/MOUMS DEVELOPMENT(515-461-2969)OR EQUAL NOTIFY VERIZON WIRELESS / �\\ +I� PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS TWIT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING SYSTE.INSTAVJAll.1V GROUNDING ARRANGEMENT SHALL BE TESTED FOR N AYTEIIM K ANIEMA K COMPLIANCE WITH THE SPECIFIED CRITERIA.SUBMIT AN INDEPENDENT FALL OF C S SUS ji5 CG'S wF�;6 ILK'S I� POTENTIAL TEST REPORT SHOULD THE CRITERIA NOT BE MEI,CONTRACTOR MSHALL ANAGECOORDINATE IROR TO THE N MCNCRENT WITH ENt Of TSUCHEIHANCENENITR �WORK JET (M�— - / TEST LOOP _ pi 00 NOT CAO WELD 4 FOR GROUNDING OF EQUIPMENT SHELTER,SEE SHELTER MANUFACTURER'S Oj ALPHA J G.'-M O GV9W TO THREADS UEE GROUNDING AND SCHEMATIC �'ro ��'�®� CABLE TO ROD CAD \ � �• u SEC GROUNDING SCHEAWTIC FDR ANTENkA GROUNDING REQUIREMENTS WELDED %/ ALL CONNECTIONS ARE 10 BE MADE TO BARE METAL THOROUGHLY PREPARE C01TACT SURFACES TO ENSURE A PROPER CONNECTION(IE FILE PANTED O \ q AREAS) PRCNDE COATING OF AN ANTIOXIDANT COMPOUND(h0-O%.OR EOJA'-) TO!'6 MDYCayE ! ON CONTACT SIA2FACE5 OF ALL CONNECTIONS ALL BELCH GROUND SECTOR SECTOR SECTOR �� CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAO HOTTOM OF MONOPOLE �F^ HEtA GAMMA If WELDED AND SPRAYED WITH COLD-GALVANRED PANT ABOVE GROUI.D MULTI ANLP MULTI 9f GROUND ROC COPPERwELD 'Of1IENT POINT 2A CONNECTIONS SHALL HE CAD WELDED,GROUND LUG OR COMPRESSION FITTED CIxS A CGK$ K —S 3/4`O A 10'-0'LONG�I FOR C40UIJC L'!G USE STAINLESS STEEL HARDWARE L(N1515'fING OF TWO HOLE t LONG BARREL LUGS WITH A LOCK WASHER THIS SHALL BE PLACED ON THE NUT O MOIIOPOLE \ ' NnT" Gh.BAR l2 An SOLID TINNED \ Z ALL METAL OBJECTS WITHIN 6 SHALL BE GROUNDED BALK TO THE EQJIPA':N1 aiar GRCUYDItJG S'JLILAR EXTERIOR GROUND RING i GPOUND RING VTN#2 NYC INSULATED SOLID TINNED COPPER WIRE 8 Al BEADS,CURVES,AND CONDUCTOR SPLICES SnALL BE IOP,ARDS THE :"I 'D x{ CLEAN SAND FRL 1 1 :F I A•" GROUND LOCATFJN(GROUNDED GIRD)OF THE CONDUCTOR AND SHALL MEET OR v- - - 1f \ ( A 0=MAN�� EXCEED WN kUM BENDING RADII GROUNDING CONDUCTORS§6 AND LARGER p p M4 NCFOLE �W•(ALJ] GROUNDING CORDUCIORS 6 SECTO ALPrt4 $ELTOk BETA SECTOP C:.NAW POLE t1OTE \ �( SPALL HAVE P MINIldUM 9EHONG RADIUS OF 12', k ANT GBLES AVT CABLES ANT CABLES INSPEC7ICN HAND HOLE i AND SM;,LLER STALL HAVE A MINIMUM BEND'NG RADIUS OF 8'. MULTIPLE ELLC;TELCO RACK !WY BE:PRECAST li NOT--_,.-d f CONCRETE OR�AND R A ` \ 1 TITLE 9 UNLESS OTHERLY,SE NOT-GD GROUNDING CONOLC70RS SHALL BE Ov pK OA CR0D5ND F SFT:-LL BE n MINIMUM OF \ 1 A BETWEEN EXTERIOR ITEMS AND BARS A D FROM SECTOR ANTENNA GROUND AS CG{6 wYY'S �� T2'I D X3G'DEEP i 1.r - - _ - \-.i- CROLNU �,��.T)QN I( 8AR"TO TOW^JR GROUND HAA,p"2 SO1JD,TINNED CO'PER , B BOW EN GFOUND KIT$i 8•`,RS-$fA STRANDED GREEN `- -� THWN INSULATED COPPER C EXTERIOR GROUND RING-:2/0 CONTINUOUS SOLID C - I' TONED,COPPER �� GAIF ALY a 20W '0 —TPNNSM-111 R LINES SHALL HAVE,AT LEAST(1)GROUND KB INSTALLED AT .�`1 PRUINNBY S1-Y No, I THE 1"AVE GUIDE FWTFNRCE FORT IbRLH GFWNI PIA I\ /'/ CHECK BY AIR 11 PFFOIRDE ALL NECESSARY GPOUNDING KITS AND HARDWARE AS REQUIRED (SEE IERIZCN CONDUITS(SEE — IJ - j CHECKED BY Ri I IN ES.ENGINEERING STANDARDS(LATEST VERSION)FOR ADDITIONAL GROUNDING GROU'ICING NOTE§15) �T'FA SC.VF :x<I.pTLU IN AND EFEE7FlCAT:QVS) B ? GROUPIE , 3 GROUND ROD TE8T WEL E- O1 ��Q � ! [I ..�'�_. '_ rt� rr' G TYPICAL GROUNDING SCHEMATIC RODS VD ��_ SHF-T� -- --1 i 1 1 SCALE = NTS = SCALE= 1' = I-D' ' ! DEC 2 0 2021 F...;` Board G•( ^- CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY:Li ww` 4 0 0 4'k / ENT P INT f a pp3 b a _� "s• `'v �^ ^ °g •rte " < .. P�'.;A 111 40200 MAIN ROAD, ORIENT, NY 11957 } Slt'2 .t�.: pf•+i".1xr VZW PROJECT I 16318733 A R C H I T E C T S WFC PROJECT NO : 2 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com CONTACTS DRAWING LATEST ISSUANCE INITIAL ISSUANCE EDSITE INFORMATION PROJECT INDEX REVISION NO. & DATE q RC �9DER VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL k o WEST NYACK, NY 10994 T-100.00 TITLE SHEET 7/27/21 2 12/9/21 SITE TYPE/DESCRIPTION: AT GRADE: EXISTING VERIZON WIRELESS l OKW DIESEL DC GENERATOR TO BE REMOVED AND REPLACED WITH NEW PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 G-100.00 GENERAL NOTES AND ABBREVIATIONS 7/27/21 2 12/9/21 .,� 6 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET 40200 MAIN ROAD, ORIENT, NY 11957 T SP-100.00 ARCHITECTURAL SITE PLAN 7/27/21 2 12/9/21 ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT ROBERT HAASE � A-100.00 EAST ELEVATION AND ENLARGED EQUIPMENT PLAN 7/27/21 2 12/9/21 CONS PLATFORM. LEASING CONTACT: JIM KORWAN (516) 946-8920 A-101.00 GENERATOR INFORMATION 7/27/21 2 12/9/21 PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 CONSTRUCTION CONTACT: PETE MCCARTHY (631) 236-2108 ZONING DISTRICT: 1000 ZONING DESIGNATION: MARINE II A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 LATITUDE: 41.15294 (NAD 83) NO. DATE SUBMISSION LONGITUDE: -72.24419 (NAD 83) 0 7/27/21 ISSUED FOR REVIEW ELEVATION: 5' +/-AMSL (NGVD 29) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 1 8/3/21 REVISED PER ATTORNEY COMMENTS 2 12/9/21 ISSUED FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW SITE ID: 5008164 VZW PROJECT ID: 16318733 NO. DATE REVISION KEY PLAN: AREA OF WORK CFDIABIRCR ROAD IPNRO[0} I4P I,gPC 11fAt1D 4iA1P PAAB C.1111Mf.Mt•N fl)x14n:F IAF ACIP:'11f k f'.1I AI C 'E' TmTtm B EI x NIPI,VFTPII4TA'1'®G�VHtXMPM IPL'M i:I.nn,FC1Li „P£xPl'1 LOCATIO C PKEY P PiIIm island $..<.. fp V3 n.s;ima!Dis+te Cuter._ . Orient Point terry Plisland f�d'" is TbJ'y q v ,• +�+ , •fi L a• �• ,� 0 40200 Mairt d M "ORIENT POINT 2" k ° °°Lbiti Rd GENERATOR REPLACEMENT • _ Pr' r 7ittd 9�i5h,1'a •`' to P f' 4= MM ROAD � TITLE: e TITLE STET DATE: JULY 14, 2021 PROJECT NO: 21-14738 g: .n. DRAWN BY: MM � a x CHECKED BY: TM f f, SCALE: AS NOTED is DRAWING NO: All NL SITE LOCATION NORTH SITE LOCATION SCALE: 1 = 200' NORTH t, - 00600 I. - SHEET NO: 1 OF 5 GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONSIW; ! : 3 a DRAWING LEGEND: .:; `, .. ,::f< •;:.: GENERAL REQUIREMENTS SITE LEGEND: A I ',V, .: WARRANTIES: A C AIR CONDITIONING IG ISOLATED GROUND 1. Information shown on these drawings is for design intent only. Verify existing conditions / p - : -�;�°� � � °-7, N• and dimensions in field. Coordinate discrepancies with the architect and/or engineer. Do not 1. The Contractor shall guarantee all labor and materials used in this project for a minimum __ __ ____ New 'Vali Partition Contour / Topo AC ACOUSTICAL ID INSIDE DIAMETER period of one 1 year commencing from the date of final acceptance b the client. ACP ACOUSTICAL PANEL INFO INFORMATION scale drawings to determine dimensions. p O Y 9 P Y Line ACT ACOUSTICAL TILE INSUL INSULATION (D) (ION) New Rated -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL 2. Establish lines, grades and benchmarks necessary for proper work from given surveyY. data. work shall be erected and installed plumb, level, square and true and in proper 2. The Final date of acceptance is deemed as the date that all required state and federal Partit'on AFF ABOVE FINISH FLOOR approvals have been obtained including, but not limited to: AFG ABOVE FINISHED GRADE J alignment. New Partial Ht. Stockade Fence A. Final inspection AGL ABOVE GROUND LEVEL JC JANITORS CLOSET p Partit on Line ALT ALTERNATE ' all be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy 3. All work shall p p Y - - - - ATS AUTOMATIC TRANSFER SWITCH K ordinances OSHA standards and regulations wherever applicable. Contractor shall Existing Partition x x x Chain Link Fence ALUM ALUMINUM KW KILOWATT SB C chapter 17. Line der NY ,. " �� : °;: °`°A.Wf;: • :°:.�;. 4.r. �=.,: coordinate and arrange all third party special inspections required un p 3. An deficiencies that come evident duringthis one 1 year period shall be corrected b ANSI AMERICAN NATIONAL STANDARDS INSTITUTE Existing Door to ops Gas Piping Line the Contractor at the Contractor's expense. L for shall be responsible for quantities of work. furnish labor, materials and p 4. The Contractor p q equipment required to complete work. --_ --- Remain ANT ANTENNA LAM LAMINATE (D) -__ t___ Remove APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S QUALITY ASSURANCE Door/Wall To c Electrical Conduit ARCH ARCHITECT (URAL) LB (LBS) POUNDS(S) 5. Provide proof of workman's compensation insurance and disability insurance coverage AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 required by governing state law prior to start of work. A. Workmanship shall be of the highest quality and done by employees skilled in the Je New Door * Telco Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com LTE LONG TERM EVOLUTION 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. 11 immediately and prior progress - Detail Number T� Electrical/Telco B M ` ��REDgRcyi conditions prior to submission of bid. Notify the architect imme y p p g O NDER of work if unusual field conditions arise. B. All work which fails to meet the standard as herein described, shall be replaced by the 1 Conduits BBU BASE BAND UNIT MAX MAXIMUM Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker BD BOARD MATL MATERIALLU - -� 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, initial failure or the corrective repairs. o Ground Wire BLDG BUILDING MBD/MBDs MAIN DISTRIBUTION BOX(ES) �Z DrawingPage Conduit r and shall notify the architect of any discrepancies, conflicts, and/or omissions which would g BILK BLOCK MECH MECHANICAL -- C. All items of work identified on the drawings b name, note, or material designation are Number B.O. BOTTOM OF MFR (D) MANUFACTURE (R) (D) x interfere with the satisfactory completion of the work. Should the Contractor fail to follow this new, unless otherwise noted. g Y g CH Overhead Wire BSMT BASEMENT MFR/MANUF MANUFACTURER (S) �� 69 procedure and continue with the work, the Contractor shall assume all responsibility and e , u 1 BTS BASE TRANSCEIVER STATION MISC MISCELLANEOUS OF liability arising therefrom. SP-sol Elevation View Catch BUR BUILT UP ROOFING CONSULTA : SAFETY & HEALTH PROVISIONS Basin/D ryw e I I N 8. Where pipes, conduits or lowtension wiring penetrate fire rated or sound rated C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2". A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 Door Number - Light Pole (�/CL CENTER LINE NO NUMBER pack spaces solid with mineral wool or approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable '- " Elevation Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other Benchmark CDMA CODE DIVISION MULTIPLE ACCESS 9. In all cases, drawings shall not be scaled for information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with � CEM CEMENT o must be verified in the field. applicable laws, ordinances, rules, regulations, and lawful orders of public authorities Partitlon Type Tag Fire Hydrant CLR CLEAR (ANCE) OA OVERALL bearing on the safety of all persons and /or their protection from injury. The Contractor shall CLG CEILING OC (O.C.) ON CENTER 10. All new materials and installations shall be in accordance with the manufacturers latest erect and maintain, as required by existing conditions and performance of the Contract, COAX COAXIAL CABLE OD (O.D.) OUTSIDE DIAMETER � printed specifications, and with all applicable code requirements reasonable safeguards for safety and protection, including erecting temporary barriers, 2 x L Ceiling Grid Sign CMU CONCRETE MASONRY UNIT OH OVERHEAD posting danger signs and other warnings against hazards, promulgating safety regulations CNTR COUNTER OPNG OPENING NO. DATE SUBMISSION 11. All work shall be performed in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites, spaces, and utilities. COL COLUMN OPP OPPOSITE trade shall cooperate with other trades to facilitate job scheduling and completion. ELEC TRIC AL& MECHANICAL CONC CONCRETE 0 7/27/21 ISSUED FOR REVIEW B. All necessary precautions shall be taken by the Contractor, throughout the course of the L LEND: CONST CONSTRUCTION 1 8/3/21 REVISED PER ATTORNEY COMMENTS Field Weld ' s Smoke Detector CONTR CONTRACT (OR) P 12. Proprietary names identifying items of work are used to designate the standard of 2 12/9/21 ISSUED FOR FILING p ry fy g 9 project, to ensure that: weld All Around CPT CARPET PCS PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. 1. Safe and proper ingress and egress from the building and all project areas will be 1/4" Welding Designation Sprinkler Head CT CERAMIC TILE PL PLATE CTR CENTER PL LAM PLASTIC LAMINATE 13. Each contractor shall be responsible for any damage to adjoining remaining areas as a maintained. result of his work, and shall repair damaged surfaces to their pre-existing conditions or as CORR CORRIDOR PNL PANEL Fillet Weld PP POWER PANEL may be required to complete the entire scope of the work. Weld size Hung Exit Sign y q p p 2. Fire protection and life safety components within the building will be properly , D PSI POUNDS PER SQUARE INCH maintained. DB(S)/(dB) DECIBELS) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be patched and finished, as necessary, to match Wall Mounted Exit DEMO DEMOLITION existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be Sign DEPT DEPARTMENT R spread out if laced on framed ceiling or roof members. Loads shall not exceed the DIA (0) DIAMETER RAD RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning u their p p g Duplex Receptacle DIAG DIAGONAL RD ROOF DRAIN p Y p g p design live load per square foot. Provide adequate shoring and or bracing where work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be structure has not attained design strength. DIM DIMENSION REF REFERENCE NO. DATE REVISION free of all debris and broom clean upon completion. Quad Receptacle DL DEAD LOAD REINF REINFORCED DN DOWN REQ'D REQUIRED KEY PLAN: 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless DP DAMP PROOFING RF RADIO FREQUENCY AREA OF WORK 16. Where applicable, clean all floors, walls, doors, misc., glass, etc. leaving job free of dust agreed to in advance, in writing, with the property owner. MATERIAL LEGEND: Light Switch DR DOOR RFCC RF CONCEALMENT POLE and debris, prior to project completion. lIRCH ROgD(MRO.[0', DTL DETAIL RFG ROOFING 5. Building security shall be maintained in order to prevent unauthorized entry to the DWG DRAWING RIP RETIRE IN PLACE 17. Existing equipment and materials to be removed, which are not required to be relocated premises and /or secured portions thereof. Emergency Light (Existing ) DWR DRAWER RRH/RRHs REMOTE RADIO HEAD(S) or retained b the owner, shall become the roe of the contractor and removed from the ' RM ROOM x?I NGRR ANU 3eA RPARYCO pNf 1HN y property rtY , . Concrete eomuvP RxAn,srAeeeAw. premises. 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during EE Ro ROUGH OPENING E - Emergency Light (New) EA EACH 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 construction, unless agreed to in advance, in writing, with the property owner. Steel Section EIFS EXTERIOR INSULATION FINISH SYSTEM S � days, air entrained from 4% to 5%. 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Pendant Flood ELEC ELECTRIC (AL) �\� �\�\�\ Light ELEV ELEVATION S SOUTH -�-� 19. Elevation 0'-0" is a reference of the existingrade height. Notation to heights will be work broom clean at the end of each day. Undisturbed g g 9 9 Earth/Soil EMDED EMBEDDED SCHD/SCH SCHEDULE from this elevation, unless otherwise noted. 0 Smoke Detector EMERG EMERGENCY SD STORM DRAIN e2, Stone/Gravel ENCL ENCLOSE (ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containingVEQ EQUAL SF SQUARE FOOT Existing Fire Extinguisher ETC ET CETERA SIM SIMILAR material(s) encountered throughout. If existing asbestos containing material is encountered Galy. Steel Grating EXC EXCAVATE SPEC SPECIFICATION during the work, report this immediately to the Verizon Wireless construction manager for MM__ New Fire Extinguisher EXH EXHAUST SPR SPRINKLER UAE remediation. x x x x x x x x G a Iv.Ste e l Diamond � EXIST/(E) EXISTING SS Q (S/S) STAINRESS STEEL x x x x x x x x 21. Large scale drawings take precedent over small scale drawings. Detail drawings take x x x x x x x x Plate o New 4' Pendant Light F STD STANDARD precedent over large and small scale drawings. Brick Facade FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGE existing conditions prior to start of ® Supply FD FLOOR DRAIN SUSP SUSPENDED 22. The Contractor shall be responsible for documenting e g p work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION of existing damaged items, not specifically noted on construction drawings. Provide copies Return FE FIRE EXTINGUISHER T of this documentation to the architect & Verizon Wireless Construction Manager at start of FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall APPLICABLE CODES FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FACILITY NOTES FLR FLOOR (ING) THK THICK (NESS) FP FIREPROOF TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION M ■ at their own expense. FPSC FIREPROOF SELF-CLOSING T.O. TOP OF ORIENT POINT 2 1. New features labeled as such; all else existing or future by others. ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES 23. In the event of a discrepancy between drawings and specifications or between drawings AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION FT FEET T.O.S. T.O.S. (TOP OF STEEL) GENERATOR REPLACEMENT p y g p 9 FTG FOOTING TYP TYPICAL bring the discrepancy to the architect's attention immediately, in writing, for clarification. 2. The existing public utility wireless communications facility will be unmanned and will be OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL visited approximately once a month for maintenance purposes; therefore it is not anticipated to GOVERN THE DESIGN.THE FOLLOWING CODES ARE NOTED: G U 24. The Contractor shall take no advantage of any apparent error or omission in the generate additional traffic. ■ BUILDING CODE OF NEW YORK STATE 2020 GA GAGE, GAUGE UL UNDERWRITERS LABORATORIES 40MO MAN ROAD contract documents. in the event the contractor discovers such an error, or omission in the ■ EXISTING BUILDING CODE OF NEW YORK STATE 2020 GALV GALVANIZED UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM contract documents, the contractor shall immediately notify the architect. The architect will 3. No additional parking is required for the existing use, as this is an unmanned site. ■ MECHANICAL CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT (OR) UON UNLESS OTHERWISE NOTED OST, NY W67 then make such corrections and interpretations as may be deemed necessary for fulfilling ■ PLUMBING CODE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY the intent of the contract documents. 4. No solid or liquid waste will be produced by the existing use, as this is an unmanned site. ■ FUEL AND GAS CODE OF NEW YORK STATE 2020 GHz GIGAHERTZ ■ FIRE CODE OF NEW YORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. 5. No water or sewage facilities are required for the existing use. ■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE g q g ■ NFPA 70, NATIONAL ELECTRICAL CODE (NEC) 2020 GPS GLOBAL POSITIONING SYSTEM VIF (W.F.) VERIFY IN FIELD GENERAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final close-out photos documenting all installed equipment, ■ NFPA 58 LIQUEFIED PETROLEUM GAS CODE 2020 GSM GLOBAL SYSTEM FOR MOBILE VZW/VW VERIZON WIRELESS mounts, connections, etc. of the completed installation at the antenna level including model 6. There will be no commercial or retail signs, nor special lighting for the new site other than TELECOMMUNICATIONS numbers, down tilts, etc. to the Architect upon completion minor maintenace lighting at the proposed equipment cabinets beneath the equipment weather CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL w canopy. W WEST DATE: JULY 14, 2021 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. e AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 21-14738 EGRESS NOTES CONCRETE. HC HOLLOW CORE WD WOOD DRAWN BY: e AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS MM 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: CONSTRUCTION,ASD,15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BY: TM - Final redlined As-Built drawings 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60" main ■ 2017 ICC A117.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. HT/HGT HEIGHT W/O WITHOUT i SCWLE1171 AS NOTED -All third party inspections results aisles and a min. of 44 secondary aisles for employees to exit space in case of an ■ TIA/EIA 222-F (REV'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE) STRUCTURAL STANDARDS HM HOLLOW METAL WWM WELDED WIRE MESH '. <<': I, I �I !/ -, � t.. D'R'A,--WIN NO: - clear digital photos on disk or via email emergency when working within buildings. Maintain aisles free and clear from obstruction. FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HP HIGH POINT WWF WELDED WIRE FABRIC,, ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING "' iA" 00600 - Generator start u report When generators are installed Provide temporary exit diagrams, mounted in conspicuous locations for all to see. r ' ' p p ( g ) TELECOMMUNICATIONS. HVAC HEATING VENTILATION �`t' 1 :t - Certificate of Electricians Certificate and grounding test verification e ANSI T1.311, FOR TELECOM -DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION & AIR CONDITIONING 11 2. Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the I course of construction. Should any of these systems require shutdown, notify the Verizon SHEET NO': 2 OF 5 Wireless project manager, in writing, with 72 hour notice. 4 .T i x ..mac AR 5 , EXISTING OVERHEAD \ UTILITY LINES FROM R C H I T E C T S,A UTILITY POLE #35 \ BEYOND 112-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 • -S � P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com p, Yzi Ole loe ...000, \ O \/ �• a .��° d 0 01 /'• QOMA ' CONSUL 4 PROPERTY LINE, TYP. loe ♦/ O ` G NYSDEC Freshwater Wetlands /•' V, 1 o EXISTING �-( 100, ••/ BU�RGE LDING L NO. DATE SUBMISSION P �c, m c 0 7/27/21 ISSUED FOR REVIEW EXISTING Q �Q MARINA 1 8/3/21 REVISED PER ATTORNEY COMMENTS \cj` ,` �C ��r\O // c / 2 12/9/21 ISSUED FOR FILING �oe 'pot ' 169 �P /px ,0000,� CLOSEST DISTANCE BETWEEN LIMITS OF /•./•' Qs � ® � �• S� : y CLEARING AND WETLANDS 'L /•. � $ � © .i® y / �c\ �- /•' ® s� �� EXISTING eco EXISTING VERIZON WIRELESS EQUIPMENT AND r'o �• ,� •� �� TRANSFORMER, METER vq{ GENERATOR MOUNTED ON EXISTING ELEVATED /,• , `� � A -43 AND DISCONNECT '• � Q/ GALVANIZED STEEL PLATFORM. SEE �A-100.00 /' s ,i��• �, �` FOR MORE INFORMATION /'• �,i��•� �' EXISTING RESTAURANT AND s �� NO. DATE REVISION /• E S s3 MARINE FUELING STATION ice• �O °' + KEY PLAN: /• i'E � `J9�`` Sj.�}- / :/� AREA OF WORK EXISTING OF COMPATIBLE /•• +�� •� �. SQ9,Yl. ti° �� // CONCEALMENT POLE WITH •�i�i •Tti� zy EXISTING 20'-0 EXTENSION . /•' ,i ,s / /0 ° /'•��"s � 'b c� ,yo• Fob ��< op 1111111111111161111111-11 de jlVRm AITDC Z—EXISTING � MARINA 10 s NYSDEC i al Wetlan r + Q W ROO , < k�°� •• �' 9 ' + "ORIENT POINT 2" + GENERATOR REPLACEMENT 2 s / ♦ A-100 / / 40200 MAN ROAD o��♦ s. + ORENT, NY 11957 its, • EXISTING BOAT LAUNCH RAMP s + 348.41' �" s TITLE: + EXISTING BULKHEAD ' , ARCHECTLO� & SE PLAN NYSDEC � LATITUDE: 41.15294 (NAD 83)Tidal yet/ands LONGITUDE: -72.24419 (NAD 83) S39'44'4p� ''.DATE: JULY 14, 2021 ,q EXISTING BAY ENTRANCE ELEVATION: 5' +/-AMSL (NGVD 29) 'PROJECT NO:`--_ 21-14738 D� TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: MM EXISTING SHORELINE ZONING DISTRICT: 1000 CHECKED BY: TM \ 9q ZONING DESIGNATION: MARINE II .SCALE: AS NOTED DRAWING NO: 0' 20' 40' 80' 00 0 00 ARCHITECTURAL SITE PLAN 1"=40'-0" 1 SCALE = 1 n = 40'-0" NORTH SHEET NO: 3 OF 5 Y :d0.uh" .yI EXISTING VERIZON WIRELESS ICE BRIDGE WITH EXISTING VERIZON WIRELESS GPS UNITS MOUNTED EXISTING 7/8"0 ANTENNA CABLES r✓`: (`' ' TO EXISTING WEATHER CANOPY \ EXISTING TRIPLEXERS MOUNTED TO EXISTING VERIZON ' EXISTING CANOPY POST, TYP. WIRELESS ICE BRIDGEp , £ EXISTING DUAL BAND RRHs MOUNTED TO a ii! EXISTING UNISTRUIT FRAME (STACKED) la IJ.H Vi.,i EXISTING VERIZON WIRELESS 1OKW DIESEL DC GENERATOR p !il 50KW DIESEL TO BE REMOVED AND REPLACED WITH NEW 0. GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ' EXISTING VERIZON jr l ;--; ;-- f---1 —_1 L--J L---J L—_J L—_J L__J L_—J L_—J L—_J L_—_J WIRELESS SECTOR I° ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM #'<r ANTENNAS AND DASHED LINE REPRESENTS EXISTING x x x x x x x x x x x x Le^L x x x x EXISTING DIPLEXERS LESSEE WEATHER CANOPY ABOVE / — A� R C H I T E C T S MOUNTING WITHIN EXISTING 89'-0" RF x� _.l =��!ai ;, I . ,9 ; . ,,o— / x 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 CONCEALMENT POLE. „. y.. _ ,.T1„ . ...!1d� I.�. ,It ,1.�1 , x� '� i�� - `--- -�� ~_�� las�i��r"m �n°��IIm oerF�'i �! P. 631.689.8 50 1 F. 631.689..8459 1 www.wfcaia.com III ,�r u,5 fill 11 EXISTING VERIZON WIRELESS STEEL STAIR qp °T i STING 89'-0" li)lf I " 3t, tI.I FSI l!,/ �' •gn., •r RFI CONCEALMENT I � �� F �� t` lr POLE. I �� I >I'TIa` DELTA DELTA DELTA x tl� , s ' CABINET CABINET CABINET NEW � 50KW DIESEL o FN - x - ` GENERATOR `" x CONSULTANT: NEW W1 2X26 STEEL BEAM TO BE INSTALLED x UP I \\\ / ,' / ,' x (LENGTH AS REQUIRED). SEE DETAIL II I I ( \ 3/A-100.00 FOR MORE INFORMATION Ix x EXISTING EXTERIOR FIRE EXTINGUISHER CABINET ATTACHED TO EXISTING PLATFORM RAILING / x x I— a a a a a a� EXISTING DC GENERATOR DISCONNECT TO BE REMOVED 4 x x x x x x �x x x x c,O— x x x x �e�— x x NO. DATE SUBMISSION 0 7/27/21 ISSUED FOR REVIEW EXISTING VERIZON WIRELESS HELICAL PILES (t20' DEEP) EXISTING DELTA CABINETS AND EXSITING DELTA BATTERY CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP " CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT 1 8/3/21 REVISED PER ATTORNEY COMMENTS PLATFORM WITH EXISTING WEATHER CANOPY ABOVE 2 12/9/21 ISSUED FOR FILING EXISTING VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM EXISTING LESSEE TELCO CABINET TO EXISTING MESA _+ x EXISTING CHAIN LINK FENCING WITH PRIVACY SLATS SPAN CABINET WITHIN EXISTING AT&T COMPOUND k EXISTING FLOOD LIGHTS MOUNTED TO EXISTING CANOPY POSTS, TYP. EXISTING POWER PANEL/ATS TO REMAIN ENLARGED EQUIPMENT PLAN 0' 8" 1'-4" 2'-8" 2 SCALE = 3 8 = 1 —0 / „ NORTH NO. DATE REVISION / " 3 8 =1 -0 KEY PLAN: AREA OF WORK EXISTING VERIZON WIRELESS 7/8"0 ANTENNAS CABLES ROUTED WITHIN EXISTING cmu`ei"cn"wo twr w.� CONCEALMENT POLE EXISTING 13'-0" HIGH CHAIN LINK FENCING WITH PRIVACY SLATS E - EXISTING VERIZON WIRELESS 1OKW DIESEL DC GENERATOR TO BE REMOVED AND REPLACED WITH NEW 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM x— EXISTING 1-1/2"x3/16" AM SERRATED GALV. STEEL GRATING. � "'"..... z EXISTING VERIZON WIRELESS GPS UNITS MOUNTED TO EXISTING WEATHER CANOPY NEW GALV. STL. 16GA. DIAMOND PLATE Q ¢ EXISTING DELTA CABINETS AND EXISTING DELTA BATTERY ACROSS NEW STEEL DUNNAGE UNDER a (n zN z CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT NEW GENERATOR, AS REQUIRED z PLATFORM WITH EXISTING WEATHER CANOPY ABOVE z m cn Q to w Z EXISTING AT&T FENCED IN EQUIPMENT AREA TO REMAIN NEW W12X26 — _•.W.•• zod w w ¢ EXISTING TREES TO REMAIN z N 3 z EXISTING W1 2X26 BEYOND z � z _ c� t� N a Q IS p. NEW 2-1/2"X2-1/2"X5/16" 1 z z r „ �` CONTINUOUS STEEL ANGLE ' c� c� FU E U0 �- ,,, BOLTED TO NEW W 12X26 W/ 1/2" > Z Z O c p N Q [ r D; Z p[pp 1 BOLTS 8 0 C J E U 0 Q v X W ai cnW 5 O O — L�. LL. N : w GALV. STEEL L4x4x5/'15x6" o o : a a o �. .. _.. .__.,... w, . ..d� .._ .. W LONG CLIP ANGLES, TYP. OF �, — 2 PER CONNECTION ( ) 3 l, ORIENT POINT 2 ...a _j�L _j .� GENERATOR REPLACEMENT r. O co 0 O D °<\ 0 co :a- i, 0o co 00 w anIr a.. M 40200 k" ROAD ORINIT, NY 11967 T T T T T E E [ E E E E TITLE: _ o EAST ELEVATION AND i LJ J L , ENLARGED EQWNfNT PLAN D(ISTING FENCING NEW FENCING DATE: JULY 14, 2021 PROJECT NO: 21-14738 DRAWN BY: MM EXISTING VERIZON WIRELESS HELICAL PILES(t20' DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CHECKED BY: TM CAP ! I SCALE: AS NOTED DRAWI G NO: 0' 1'-4" 2'-8" 5'-4" EAST ELEVATION STEEL DUNNAGE DETAIL. 1 " " 3/16"=1'—O" � " 1 � •+ - SHEET NO: 4 OF 5 SCALE = 3/16 = 1 —0 SCALE = 1-1/2 = —0 ALTERNATOR SPECIFICATIONS COOLING SPECIFICATIONS: ALTERNATOR: • NEMA MG1, IEEE, AND ANSI STANDARDS COMPLIANCE FOR RADIATOR SYSTEM: 49-STATE CALIFORNIA "" z TEMPERATURE RISE AND MOTOR STARTING. ENGINE SCAQMD MANUFACTURER: KOHLER 0 SUSTAINED SHORT-CIRCUIT CURRENT OF UP TO 300% OF THE RATED TYPE: 4-POLE, ROTATING-FIELD CURRENT FOR UP TO 10 SECONDS. AMBIENT TEMPERATURE, 'C ('F)* 50 (122) EXCITER TYPE: BRUSHLESS, RARE-EARTH 0 SUSTAINED SHORT-CIRCUIT CURRENT ENABLING DOWNSTREAM CIRCUIT ENGINE JACKET WATER CAPACITY, L (GAL.) 4.5 (1.19) PERMANENT MAGNET BREAKERS TO TRIP WITHOUT COLLAPSING THE ALTERNATOR FIELD. RADIATOR SYSTEM CAPACITY, INCLUDING •"' , LEADS: QUANTITY, TYPE 2, RECONNECTABLE 4, SELF-VENTILATED AND DRIPPROOF CONSTRUCTION. • WINDINGS ARE VACUUM-IMPREGNATED WITH EPDXY VARNISH FOR ENGINE, L (GAL.) 12.3 (3.2) 10- 120/220- 240 V ENGINE JACKET WATER FLOW, LPM (GPM) 125 33 120 32 DEPENDABILITY AND LONG LIFE. ) ( ) ( ) VOLTAGE REGULATOR SOLID STATE, VOLTS/HZ HEAT REJECTED TO COOLING WATER . , _ :„ �' • SUPERIOR VOLTAGE WAVEFORM FROM A TWO-THIRDS PITCH STATOR ..' ': INSULATION: FEMA MG1 AT RATED KW, DRY EXHAUST, 37.8 (2207) 41.3 (2352) k MATERIAL CLASS H AND SKEWED ROTOR. KW (BTU/MIN.) HEAT REJECTED : ,,;: ....'`'• TEMPERATURE RISE 130-C STANDBY SPECIFICATIONS: ALTERNATOR: TO AIR CHARGE COOLER AT BEARING: QUANTITY, TYPE 1, SEALED µ " COUPLING: FLEXIBLE DISC RATED KW, DRY EXHAUST, (35% DIP FOR VOLTAGES BELOW 12 682 8.4(477) :' f•. AMORTISSEUR WINDINGS: FULL PEAK MOTOR STARTING KVA: ( 5 G ) KW (BTU/MIN.) ( ) 480 V 4P7BX (12 LEAD) 180 WATER PUMP TYPE CENTRIFUGAL VOLTAGE REGULATION, ` q NO-LOAD TO FULL-LOAD: CONTROLLER DEPENDENT 480 V 4P8X (12 LEAD) 261 FAN DIAMETER, INCLUDING BLADES, MM (IN.) 597 (23.5) ONE-STEP LOAD ACCEPTANCE: 100% OF RATING 480 V 4P14X (12 LEAD) 275 FAN, KWM (HP) 1.8 (2.3) UNBALANCED LOAD CAPABILITY: 100% OF RATED STANDBY 240 V 4Q7BX (4 LEAD) 113 MAX. RESTRICTION OF COOLING AIR, CURRENT 240 V 4Q8X (4 LEAD) 121 INTAKE AND DISCHARGE SIDE 240 V 401OX (4 LEAD) 144 OF RADIATOR, KPA (IN. H20) 0.125 (0.5) A R C H I T E C T S *ENCLOSURE REDUCES AMBIENT TEMPERATURE CAPABILITY BY 5°C (9°F). 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 ENGINE ENGINE ELECTRICAL OPERATION REQUIREMENTS P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ENGINE SPECIFICATIONS: 49-STATE CALIFORNIA ENGINE ELECTRICAL SYSTEM: 49-STATE CALIFORNIA AIR REQUIREMENTS: 49-STATE CALIFORNIA ° A�� ENGINE SCAQMD ENGINE SCAQMD ENGINE SCAQMD R M .A MANUFACTURER KOHLER DIESEL BATTERY CHARGING ALTERNATOR: RADIATOR-COOLED COOLING AIR, !� p ENGINE MODEL GROUND (NEGATIVE/POSITIVE) NEGATIVE M3/MIN. (SCFM) 96.3 (3400) KDI KDI VOLTS (DC) 12 COMBUSTION AIR, M3/MIN. (CFM) 4.8 (170) 4.0 (140) •�, `" �' ^'`. 'i�'� 3404TM 3404TCR AMPERE RATING 90 HEAT REJECTED TO AMBIENT AIR: ' A` ENGINE TYPE 4-CYCLE, TURBOCHARGED STARTER MOTOR RATED VOLTAGE (DC) 12 - ENGINE, KW (BTU/MIN.) 13.2 (750) CYLINDER ARRANGEMENT 4 INLINE BATTERY, RECOMMENDED COLD CRANKING ALTERNATOR, KW (BTU/MIN.) 7.6 (435) x, 269 DISPLACEMENT, L (CU. IN.) 3.4 (207) AMPS (CCA): MAX. AIR INTAKE RESTRICTION, 0 BORE AND STROKE, MM (IN.) 96 X 116 (3.28 X 4.57) QUANTITY, CCA RATING ONE, 650 KPA (IN. HG) 5.2 (1 .54) 4.2 (1.24) F N COMPRESSION RATIO 18.5:1 17.0:1 BATTERY VOLTAGE (DC) 12 *AIR DENSITY = 1.20 KG/M3 (0.075 LBM/FT3) CONSULTANT: PISTON SPEED, M/MIN. (FT./MIN.) 418 (1371) 510 (1673) MAIN BEARINGS: QUANTITY, TYPE 5, REPLACEABLE INSERT RATED RPM 1800 FUEL CONSUMPTION 49-STATE ENGINE MAX. POWER AT RATED RPM, KWM (BHP) 64 (86) 70 (94) FUEL DIESEL, LPH (GPH) AT % LOAD STANDBY RATING CYLINDER HEAD MATERIAL CAST IRON FUEL SYSTEM: 49-STATE CALIFORNIA 100% 17,4 (4.6) CRANKSHAFT MATERIAL CAST IRON ENGINE SCAQMD 75% 13.2 (3.5) VALVE MATERIAL: 50% 9.1 (2.4) INTAKE CHROMIUM-SILICON STEEL FUEL SUPPLY LINE, MIN. ID, MM (IN.) 8.0 (0.31) 25% 5.3 (1.4) EXHAUST CHROMIUM STEEL FUEL RETURN LINE, MIN. ID, MM (IN.) 6.0 (0.25) GOVERNOR: TYPE, MAKE/MODEL MECH. (OR ELECTRONIC MAX. LIFT, ENGINE-DRIVEN DIESEL, LPH (GPH) AT % LOAD PRIME RATING 2*-0„ ELECTRONIC *) FUEL PUMP, M (FT.) 6.0 (20.0) 3.7 (12.1) 100% 16,1 (4.2) NO SMOKING SIGN FREQUENCY REGULATION, MAX. FUEL FLOW, LPH (GPH) 46 (12.2) 87.4 (23.1) 75% 12.1 (3.2) NO-LOAD TO FULL-LOAD DROOP, 5% MAX. RETURN LINE RESTRICTION, 50% 8.3 (2.2) „ (OR ISOCHR. *) ISOCHRONOUS KPA (IN. HG) 20 (5.9) 17.7 (5.2) 25% 4.9 (1.3) 11 NO.. DATE SUBMISSION FREQUENCY REGULATION, STEADY STATE ±0.5% ±0.28% FUEL FILTER DIESEL FUEL FREQUENCY FIXED PREFILTER 74 MICRONS FUEL CONSUMPTION CALIF. SCAQMD ENGINE s 0 7/27/21 ISSUED FOR REVIEW AIR CLEANER TYPE, ALL MODELS DRY 0 PRIMARY/WATER SEPARATOR 5 MICRONS @ 5 MICRONS ® DIESEL, LPH (GPH) AT % LOAD STANDBY RATING CAI ACI 1 • x 1 8/3/21 REVISED PER ATTORNEY COMMENTS 98% 95% 15,2 (4.0) \ * REQUIRES AVAILABLE ELECTRONIC GOVERNOR OPTION EFFICIENCY EFFICIENCY 100% 2 12/9/21 ISSUED FOR FILING 229ALLONS . RECOMMENDED FUEL #2 ULTRA LOW SULFUR DIESEL 75%50% 1 1 1,1, (2.1)6 (3.1) °p EXHAUST 25% 4.6 (1.2) 1 SMOKING EXHAUST SYSTEM: 49-STATE CALIFORNIA DIESEL, LPH (GPH) AT % LOAD PRIME RATING \_2" HIGH MINIMUM CONTRASTING LETTERS ENGINE SCAQMD LUBRICATION 100% 12.3 (3.2) 10.6 2 8 FUEL SIGN PLACE A MINUMIM OF (2) NO EXHAUST MANIFOLD TYPE DRY ENGINE SYSTEM: 49-STATE CALIFORNIA 75% ( ) SMOKING SIGNS NEAR THE EXHAUST FLOW AT RATED ENGINE SCAQMD 50% 6.6 (1.7) GENERATOR/FUEL TANK AREA KW, M3/MIN. (CFM) 8.8 (310) 25% 4.1 (1 .1) SIGN (GREEN BACK GROUND) PERMANETLEY EXHAUST TEMPERATURE AT RATED KW, TYPE FULL PRESSURE DRY EXHAUST, 'C ('F) 490 (914) 471 (880) OIL PAN CAPACITY, L (QT.) 15.3 (16.2) AFFIXED TO FUEL TANK MINIMUM/MAXIMUM ALLOWABLE BACK 6 (1.8)/ 8 (2.4)/ OIL PAN CAPACITY WITH FILTER, L (QT.) 15.6 (16.5) PRESSURE, KPA (IN. HG) 9 (2.7) 13.5 (4.0) OIL FILTER: QUANTITY, TYPE 1, CARTRIDGE NO. 1 DATE REVISION OIL COOLER WATER-COOLED EXHAUST OUTLET SIZE AT KEY PLAN: ENGINE HOOKUP, MM (IN.) 63.5 (2.5) KOHLER RECOMMENDS THE USE OF KOHLER GENUINE OIL AND FILTERS. AREA OF WORK Cm/J!BIRCH qWD(M qD EPI EXHAUST RAIN CAP NOTES: 33.87' DOOR OPNG. 1. BOTH SIDES OF THE GENERATOR ARE SERVICE ACCESSIBLE WITH EASY ACCESS SERVICE PANELS. ary corvr,m.°gD n.'n eRx cDn.nnsgEon 2. 6 AMP BATTERY CHARGER. ° ° ° ° ° 3. 120VAC ENGINE BLOCK HEATER. ° ° E - 4. GENERATOR MUST BE GROUNDED. • L• 5. SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. KOHLER. 0 0 - 6. MUST ALLOW FREE FLOW OF DISCHARGE AIR EXHAUST. ° ° KOHLER. Power Systems KOHLER. __ 7. MUST ALLOW FREE FLOW OF INTAKE AIR. 8. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR Power Systems Power Systems INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. A-R"� ` En b ° Q a PANEL,,--ALTERNATOR ACCESS m� �m o 0 o AIR INTAKE KOHLER Power.com . ° 0 KOHLER Power.com ° ° 60 • � 60 � • ° - ° \ / ° ° 00 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 ° N. / 0 ° 0 0 0 0 0 0 _ � o o • ,$ o o ao °O o 0pz \ I AIR INTAKE rL"Fa 90.6„ 37.99" 86.61" t r 1 STUB-UP 40.9," 100.99" LENGTH ORIENT POINT 2" a o 0 o a TANK NOTES: 0 0 u u 0 0 0 0 0 0 0 N 19 0 B of e ® A. NPT EMERGENCY VENT PER NFPA 30 WITH VENT CAPS (QTY 2) GENERATOR REPLACEMENT 0 0 0 E A B. FUEL FILL WITH LOCKABLE CAP AND 2" RISER /-AIR DISCHARGE H ELECTRICAL D. NORMAL VENT WITH MUSHROOM VENT CAP AND 3 ' RISER 4= k" ROAD nSTUB-UP Q o 0 ENGINE EXHAUST 0 0!0 M AREA OPEN Q E. REPROVABLE ENGINE SUPPLY DIP TUBE WITH CHECK VALVE OMT, W M967 TO BOTTOM F. REPROVABLE FUEL RETURN DIP TUBE 0 0 O H. FUEL LEVEL SENDING UNIT TITLE: D M. BASIN DRAIN GEPlERATOR W-ONMATM 0 0 00 0 ° o ° o ° ° o o° o N. FUEL IN BASIN SWITCH 14.57" 79.76* 1. FULL WEIGHT: 836LBS 0 229 GAL. 918LBS Q 275 GAL. DATE: JULY 14, 2021 100.99" 15.16" 63.87" PROJECT NO: 21-14738 DRAWN BY: MM j REMOVABLE _ CHECKEDBY: TM / END PANEL T s I SCALE: AS NOTED / \ O 0 q Q DRAWIN NO: 0 0 0 GENERA -R INFORMATION ' 1 SHEET NO: 5 OF 5 SCALE = N.T.S. ., ,, �, -, �� - ..r Y. �� `� � � ..t 'f, ,. :._ r c 7 �� ' Y w a� +�, r, r hv. J i .i':::' '-=.. Y.. •,_. r+�'J� t��.�: �r�F'.�'�M r'.e�@..t� '-~ ��4 :.-;-Y;� c4itl�� .r�`,��y3r+' �`�',`�a"4�•*r�,'t'�� +��'f` � .. �?,,.�•�� _. � �,..,f w x.F, '.� �E r r. G Cy�a-fin,�., J�'` � � ' e .,,.. �,. �� 1�y� �r H�* .rr,i�1� .q.-'t i'4 ..�'iy �..��i�TZk' .� s:A. h�' �,aS,e,Sa�"� ni'',� .,-.�,.. 'a:�;.;'f}'JT.��>•�� re.�Y��..`�. ��._ - • '� � g � y �r LbS-�i }.•qtl� x f. �tso"17a• i X ? f �y • `tr£� s o,ifineac,cc�aryw,+ can -c� � t y• t g' Long dpd�., q e PWrn N o nl U O - Gordiners Bay rg Island �n�'i TM .w°'"�7� ��`�ap�/�p��7fl�a��/'��Q( o o .n�ll� �aQJ J��U c o o• '1.� 1 11 111 111 FMX NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOILD, N. Y. CERTIFICATE OF OCCUPANCY No. x'...16.93............. Date ...................September.....11...... 19..6 , THIS CERTIFIES that the building located at ,.q4.g....M?��:?ti.,RORA.................................. Street Map No. ........ ......... Block No. ....M........... Lot No. .Xxx.......We4A...P.O. t's... t.9A........... conforms substantially to the Application for Building Permit heretofore filed in this office dated Feburary 4 63 4.198a. . .••.•...•...•.......................... ......................... 19... .. pursuant to which Building Permit No. ..... .. .. dated ......................�'b�... ..........:......... 19.6 ., was issued, and conforms to all of the requirements of the applicable provisions of the low. The occupancy for which this certificate is issued is ........ Business bu3 adi , upp„ etc . The certificate is issued to ....WOOq,1lo .�.ow Priopq?'L eS . Y2a ., . .. . Owner . , (owner, lessee or tenant) of the aforesaid building. aw �. � ......... .. ........ ..lnspector. ............... Building ,... FORK NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No. *214-oz.................. Date ............................�,p .0....... THIS CERTIFIES that the building located at . yrts,..,pqRead,,,,,,,,•,,,,,.,, .................................. Street Map No. . . . ......... Block No. .. . .... ..... Lot No. .%.......Orient..P.0intf. 1r..t............ conforms substantially to the Application for Building Permit heretofore filed in this office doted •••••••••• • ............•••• ..INI ary....2., 19-66, pursuant to which Building Permit No. ,-,3()D1,Z dated..................................fb.#......28..,, 19.46 was issued,and conforms to all of the requirements of the applicable provisions of the low. The occupancy for which this certificate is issued is ........ .....BU9in.98g...b'atfiding.!...oPf-ioe f. .0to...........................I....... The certificate is issued to ....W00dh*3.j.Q d,.•p"&Pe1,11Le8. XkQ . .. .... .......� lG ,........... owner, lessee or tenant) of the aforesaid building. ................... . Building Inspecto FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z19054 Date MAY 179 1990 THIS CERTIFIES that the building BUSINESS ALTERATIONS Location of Property 40200 MAIN ROAD ORIENT House No. Street Hamlet County Tax Map No. 1000 Section 15 Block 09 Lot 08 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DEC. 27, 1988 pursuant to which Building Permit No. 0177862 dated JAN. 27, 1989 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION TO EXISTING BUSINESS BUILDING. The certificate is issued to NIGH ENTERPRISES INC. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N070685 MAY 9, 1989 _ PLUMBERS CERTIFICATION DATED KING PLUMBING & HEATING MAY 10, 1990 Building Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28163 Date: 01/11/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 40200 MAIN RD ORIENT (HOUSE ,NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2001 pursuant to which Building Permit No. 27273-Z dated APRIL 27, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is -ACCESSORY BUILDING AS APPLIED FOR. ZBA #4905 DATED 1/4/01 NEW YORK STATE PETITION #2002-0003. The certificate is issued to M.G.H. ENTERPRISES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0004 12/14/01 ELECTRICAL CERTIFICATE NO. N 574842 10/30/01 PLUMBERS CERTIFICATION DATED 10/24/01 GALE KASKE n Authorized Si nature Rev. 1/81 FORM,NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32315 Date: 04/26/0 THIS CERTIFIES that the building ANSEL SYSTEM Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 24, 2005 pursuant to which Building Permit No. 31018-7. dated MARCH 24, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF AN ANSEL SYSTEM & HOOD IN EXISTING RESTAURANT AS APPLIED FOR. The certificate in issued to MGH ENTERPRISES, INC. _ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2051426 04/26/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Town of Southold Annex 1/9/2014 ,a P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36694 Date: 1/9/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9- .1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/28/2013 pursuant to which Building Permit No. 38482 dated 11/6/2013 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS AS APPLIED FOR The certificate is issued to Mgh Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. _38482 12-20-2013 PLUMBERS CERTIFICATION DATED _ Auth d Si atur WFR,t IN Town of Southold Annex 1/13/2015 P.O.Box 1179 54375 Main Road `� Southold,New York 11971 0 CERTIFICATE OF OCCUPANCY No: 37382 Date: 1/13/2015 THIS CERTIFIES that the budding WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. _ conforms substantially to the Application for Building Permit heretofore Sled in this office dated 3/19/2014 pursuant to which Building Permit No. 3$723 dated 3/19/2014 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for _ which this certificate is issued is: wireless communication monopole with yuinment as applied for per ZBA#6533 dated 2/15/2012 (New Cingular Wireless/AT&T) The certificate is issued to Mgh Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38723 7/24/2014 PLUMBERS CERTIFICATION DATED �.._. th Signature 4�s Town of Southold Annex 1/13/2015 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37382 Date: 1/13/2015 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2014 pursuant to which Building Permit No. 3723 dated 3/19/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless communication monopole with equipment as applied for per ZBA#6533 dated 2/15/2012 (New Cingular Wireless/AT&T) The certificate is issued to Mgh Enterprises Inc (OWNER) -of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38723 7/24/2014 ^ PLUMBERS CERTIFICATION DATED AdthAzdSignat&e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE m SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41667 Date: 5/25/2017 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 Orient, NY 11957 _ To: construct a pole extension, co-location and related equipment as applied for per ZBA and Planning approvals. Verizon. At premises located at: 40200 Route 25, Orient SCTM # 473889 _ Sec/Block/Lot# 15.-9-8.1 Pursuant to application dated 5/19/2017 and approved by the Building Inspector. To expire on 11/24/2018. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: —$550.00 Building Inspector yegllFffll,p�oa Town of Southold 9/24/2018 a P.O.Box 1179 o • ;; 53095 Main Rd " Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39918 Date: 9/24/2018 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2017 pursuant to which Building Permit No. 41667 dated 5/25/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless pole extension co-location and related equipment as applied for per ZBA#7023 dated 2/16/2017 and Planning Board for Verizon. The certificate is issued to Mgh Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41667 1/24/2018 PLUMBERS CERTIFICATION DATED trdSignature I l _J MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSHI 4� �OF sdrf�yOIO' Southold,NY 11971 Chair ' OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III O� '�{� (cor.Main Rd.&Youngs AveS MARTINI H.SIDORCO Southold,NY Telephone:631765-1938 www.southoldtovmny.gov PLANNING BOARD OFFICE ' TOWN OF SOUTHOLD April 11, 2017 Denise J.Vista, Esq. Amato Law Group, PLLC 666 Old Country Road, Suite 901 Garden City, NY 11530 Re: Approval: Proposed Co-location for Verizon Wireless at MGH Enterprises Located at 40200 Rt. 25, 1345's/w/o Lands End Rd. & NYS Rt. 25, Orient. SCTM#1000-15-9-8.1 Zoning District: Mil Dear Ms. Vista: The following resolutions were adopted at a meeting of the Southold Town Planning Board on April 10, 2017: WHEREAS, this Amended Wireless Communications Application is for a proposed 20 ft. ; pole extension to an approved 70 ft. high concealment pole for a Verizon Wireless co- location of an interior mounted antenna between 70'and 90'above ground level, a 10 kw diesel generator with sound enclosure, associated ground equipment and additional landscaping. There are 13,924 sq.ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District; and WHEREAS, on May 23, 2016, pursuant to§280-74A(4) of the Town Code,the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to provide technical assistance to the Board in reviewing and evaluating the proposed wireless application; and WHEREAS, on June 2, 2016, Denise J. Vista, Esq., agent to the applicant, submitted an application for Site Plan and Special Exception review; and WHEREAS, on June 6, 2016, pursuant to§280-74A(4)of the Town Code,the Planning Board required the submission of$4,000 into an escrow account with the Town Comptrollers Office to cover the cost of the Technical Consultant's Review; and Verizon Wireless ft MGH Enterprises Pae 12 April 11, 2017 WHEREAS, on June 21, 2016, Denise J.Vista, agent to the applicant, submitted a check in the amount of$4,000 to the Office of the Planning Board; and WHEREAS, on June 28, 2016, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on July 11, 2016,the Planning Board found the application complete for review and to obtain a revised notice of disapproval for the expansion of the equipment compound at less than the required side yard setback; and WHEREAS, on July 21, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on July 28, 2016,the Southold Town Trustees determined that the proposed equipment compound requires an Administrative Permit and the 20' pole extension does not require a permit; and WHEREAS, on August 26, 2016, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on September 12, 2016, a public hearing was held and closed by the Planning Board for the above-referenced Site Plan; and WHEREAS, on September 16, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 22, 2016,the Architectural Review Committee (ARC) reviewed the proposed project and approved the design as submitted; and WHEREAS, on September 27, 2016, the Southold Town Engineer reviewed the above- referenced application and determined the project meets the minimum requirements of Chapter 236 for Stomp Water Management; and WHEREAS, on November 14, 2016, the NYS Department of Environmental Conservation (NYSDEC) issued a Tidal Wetlands Permit(1-4738-00898/00022)that expires August 25, 2021; and WHEREAS, on January 30, 2017, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project is exempt from the Southold Town hWRP Chapter 268, Minor Actions item (F); and WHEREAS, on February 28, 2017, the Zoning Board of Appeals (ZBA)granted an area variance under file#7023 with one (1) condition, for the proposed equipment compound at less than the required side yard setback of 25' in the Marine—11 (M-11)zoning district. Verizon Wireless Cad MGH Entemrises Pae 13 AndI 11. 2017 The proposed compound is provided at 7'3."Condition: Pursuant to the request by the Town of Southold Planning Board, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; and WHEREAS, on March 29, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed Wireless Communication Facility as a permitted use in the M- 11 Zoning District pursuant to ZBA file#7023; and WHEREAS, at a Work Session held on April 10, 2017, the Planning Board reviewed the reports issued by CityScape Consultants on July 18, 2016 and April 5, 2017, and determined that the action falls within the regulations of federal code Part 6409 of the Middle Class Tax and Job Creation Act of 2012. The increase to the height of the existing tower, because it is no more than 20 feet, and because there is no substantial change to its appearance (the new antennas will be concealed the same as the existing) must be approved under this federal regulation, and local zoning is essentially overridden. In this case, the Town's zoning pursuant to§280-701(2)for the maximum height of 80 feet, §280-701(3)for the minimum distance of all wireless equipment to adjacent residential property lines, and §280-70(G) Fall Zone,are all overridden. The ground compound, however, is not covered by the regulation, and local zoning is applicable. Therefore the proposal to locate the ground compound at a setback less than required by zoning required a thorough review by the Zoning Board of Appeals for a variance; and WHEREAS, the Planning Board recognizes that the reduction of the setback regulations is a local decision pursuant to ZBA file#7023, where it was found that the available space on the property is severely limited, the property owner accepts the changes, and the Applicant certifies and attests there is no alternative without the reduction of setback.The Board also found that the reduction of the setback is sufficiently unique in this M - II Zoning District and for this specific parcel based on its size, shape and existing development pattern.This, together with the addition of Verizon with this colocation proposal to provide improved personal wireless communications services to the public, provided the rationale for the Board to determine that it is reasonable in this situation to approve the expansion of the ground compound, thus reducing the setback regulations. Therefore, the technical consultant states that with the combination of federal and local codes as stated above, this application can be approved as proposed; and WHEREAS, at a Work Session held on April 10, 2017, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280—Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further Verizon Wireless @ MGH Enterprises Pae 14 April 11, 2017 RESOLVED, that the Southold Town Planning Board grants Approval with five(5) conditions to the Site Plan entitled"Verizon Wireless Communications at Orient Point", prepared by Neil Alexander Macdonald, R.A, dated March 1, 2016 and last revised May 23, 2016, and authorizes the Chairman to endorse the Site Plan, including the following five plans: 1. T-100.00—Title Sheet 2. SP-100.00—Architectural Site Plan 3. A-100.00—East Elevation, Enlarged Equipment Pian 4. A-101.00—Antenna and Equipment Details and Antenna Plumbing Diagram 5. A-102.00—Light Specification Conditions: 1. Prior to a building permit being issued,the applicant shall submit draft Covenants and Restrictions (C&R's)to the Planning Board for their review and approval. Once approved,the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit.The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound Is maintained as approved for the life of this facility; and 2. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and 3. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 4. The Applicant shall confirm the generator will comply with the Southold Ordinance noise guidelines; and 5. The facility shall remain secured and protected from unauthorized personnel. Please note the following requirements in the Southold Town Code relating to Site Plans: 1. No outdoor lighting was approved with this application. Any outdoor lighting at this wireless facility must be reviewed and approved by the Planning Board, and shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. Verizon Wireless(a MGH Entemrises Pae 15 April 11. 2017 3. Approved Site Plans are valid for eighteen months from the date of approval, Within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, "��o Donald J.Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Engineering Inspector,with map By signing this letter,the applicant acknowledges that there are Town Code requirements and conditions, including those listed above,that must be satisfied prior to the issuance of a Building Permit Print name: Richael Failla , Applicant/Agent New York SNSA Limited Partnership d/b/a Verizon Wireless Signature: Date: � LZ 17 Title: Senior Reneger-Construction allow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00898 PERMIT Linder the Environmental Conservation Law ECL � Permittee and Facility Information Permit Issued To: Facility: NEW YORK SMSA LIMITED PARTNERSHIP; ORIENT BY THE SEA MARINA dba Verison Wireless 40200 MAIN RDISCTM# 1000-15-09-08 4 CENTERROCK RD ORIENT,NY 11957 West Nyack,NY 10994 (914) 714-7371 Facility Application Contact: VHB ENGINEERING SURVEYING AND LANDSCAPE ARCHITECTURE PC 100 MOTOR PKWY STE 13 5 HAUPPAUGE,NY 11788 (631) 787-3400 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 731.2 NYTM-N: 4559.5 Latitude: 41'09'14.0" Longitude: 72'14'40.8" Project Location: 40200 Main Road - Watercourse- Gardiners Bay Authorized Activity: Construct addition to existing wireless communication compound. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 8/25/16. (JRP) NOTE: It has been determined that this parcel is more than 100 feet from DEC regulated freshwater wetlands and therefore is out of Freshwater Wetlands Act(Article 24)jurisdiction. I( I I i i I Page 1 of 6 I I f NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00898 i —7� ]Permit Authorizations 1 i Tidal Wetlands - Under Article 25 Permit ID 1-4738-00898/00022 New Permit Effective Date: 8/25/2016 Expiration Date: 8/25/2021 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDIC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date ' <3Q 1a�e I Distribution List VHB ENGINEERING SURVEYING AND LANDSCAPE ARCHITECTURE PC Habitat-TW JACQUELINE R PASQUINI Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WE'T'LANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they Page 2 of 6 I r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00898 are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. j 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical-due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand,gravel, or soil(not asphalt, slag, flyash,broken concrete or demolition debris). 9. Direct Runoff Away from Tidal Wetland and Suffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. Straw Sales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00898 I Environmental Conservation may require, remove all or any portion of the uncompleted structure or•fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 13. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 14. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other.environmentally deleterious materials associated with the project. 15. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by WFC Architects last revised 4/22/16 . 16. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue fiom any such damage. GENERAL CONDITIONS -Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00898 separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional-Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless'the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION w Facility DEC ID 1-4738-00898 under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: ■ ORIENT POINT 2 V�r i z®n 40200 MAIN ROAD ORIENT, NY 11957 A R C H I T E C T S WFC PROJECT NO: 14-10823 SITE INFORMATION PROJECT CONTACTS DRAWING INDEX Demo+wt¢nmvrE",,.c roran.ob,rr ...,rc..�¢, .x...ouvw.unw...ae.sw n�n„�m, o..a,o o¢nawo m,E �5 .�o14EF, i v'n r EdlareErrtuuua�i� .a.1.•>,�.o.o¢n."r nvv -- �:omE`—cr,¢w mE.w.------------- —-- --- ---,Tuna_ _ .rau- �o ' Y' I E-- u.a n„+Ew Taw mEsnoc cwwro¢uor,u.. - - -- - --- -- -- — - -- - - --- - Twat- - to ----- -- --------- ------ -—--'- ----- - �n ,r-'� `l ,.aw,v.« cronnrsvasr,woime, ---• --------------------- ---.. .--- —_- ,awanx,e .w¢ry.oeA NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF tt vE.rIOC.,OUCCOF. 5113W Brom.nFxCwv.Iroµum,wGOn eOvwG Ir •� ,o GUE�E,wl,Or�im vo,EE00Mv,Duro O¢E�pffiCM[ONMf CooE)SI nS 11 YECO.n¢nClOeSuvS,r¢OwE/3 vuC„vvOvu�.nJe+Orrnevro¢cSnE wi rofvW[ro,"E _-- -�-� r 1 Or2Gtl CErvEc __ ¢Ivaswees,Eo mc.,ao¢.weor,.v¢ro¢rpeor[¢ttmnr tHEeu,cvatouarwsnEwEem.e — w,�_--" AS,O uuEixEwOe[,LXw,[M CIfM ro.,Er.W[LUIC4flK 1i,"f eE0AC,6,0 Eirt.W Iw51Iaw0¢nvGawHv6,R'."tveccprubDro lxn,l,¢nC.Er DATE �U%W oeY,nwO¢twG wv3 tv OPD[v,O w.un.w xNnWNIxORPro¢Orl"F LOCATION MAP KEY MAP NOTES _ _ WNM^tWew"fie 3 �n 'y x'_ � - --� ,,,.� AwewwN'v.brmd,M"9'a.,meWpnrlorq Gvarcb,vv+nXNln va WNevdrM was v@riZOfI,/ ,._,_.. -t''a• � � �N a.,_�¢��.aa�. aa.�.aro�daE¢w.a. .. .ate i � # G' nae.•rr:rs rraee¢rdumws�v w1n�rr....�d'+ro.ma"zen+mrvdw,.rr aeen„nwnr¢I,.ow,nos,em..,emnwmva o.aemrwcedmor.¢no-«,. en yy�g ,�,� - �'" mer rn¢ew..aovw+d..eor.a rw.�d�#.waww.raor.ew.aea wd¢esabva..raeamoo¢svwswnrnn.<u>.n.,moon+v me n d.."rS'�y�.�wu �5n[i tint d ema pmuvamrnov oe OneelOtl meront,ro • nbv mrre.w4<armi✓.rm��sc�rwv mLac.�rua�Orv.rarnmebMl r¢ ,# p�s�•`Y y�-s• dpi" '"" tra po9ca�m,araeVen��6 vrvmrewr4.d�mlutl noacMrtrvm WW .I.iaa,oWmdrvdtmremieoWe.CW 'x /�_^„K�' X �.,myS.. 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' AMAfO, 6GG OLD COUNTRY ROAD,9T"FLOOR GARDEN CITY, NY 11530 LAW G RL.U P, P L L C TEL:516.227,63 63 1 FAX:5I6.227.6367 November 3,2021 BY FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex Building 54375 Route 25 Southold,New York 11971 Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless")to the Town of Southold (the "Town") in connection with the generator replacement for the existing public utility wireless communication facility (the "Communication Facility") located at 40200 Main Road, Orient, New York, known and designated as District 1000, Section 15,Block 9, Lot 8.1 (the"Property") NYSMSA Site Reference: Orient Point-2/Our File No. 100-0773 Dear Sir/Madam: Verizon Wireless is submitting the Application for an eligible facilities request to modify an existing wireless facility located on the Property. This eligible facilities request must be approved administratively under Section 6409 of the federal Spectrum Act and Federal Communications Commission ("FCC") rules. Review by the Town is limited to determining whether the proposed modification qualifies as an eligible facilities request that does not substantially change the physical dimensions of the facility. The Building Permit must be approved within 60 days of the request date set forth above,subject to tolling for incompleteness. Project Description Verizon Wireless was issued Building Permit#41667, by the Town Building Department on May 25, 2017, for the existing Communication Facility located on the Property. In connection with the foregoing, on September 24, 2018, the Town issued Verizon Wireless a Certificate of Occupancy, # 39918. The approved Communication Facility includes a 10 kW diesel generator, which is located on Verizon Wireless' existing equipment platform. As reflected in the construction drawings submitted herewith, Verizon Wireless is now proposing to remove the existing generator and replace same with a 50 kW diesel generator with sound enclosure, to be situated in the salve location as the existing generator, on the existing equipment platform. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26r"FLOOR I NEN YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 .q Application Materials In connection with Verizon Wireless' Application for the replacement of the existing generator, enclosed are the following materials: 1. One(1) original Application for Building Permit; 2. One(1) original Owner's Authorization; 3. Certificates of worker's compensation, liability, and disability insurance for the general contractor, Odyssia Global Communications Corp.; 4. Four(4) surveys of the Property; 5. Four (4) sets of construction drawings, prepared, signed, and sealed by WFC Architects, last revised on August 3, 2021; and 6. A check, made payable to the Town, in the amount of$235.00, representing the Application filing fee. Eligible Facilities Request The Spectrum Act states that"a State or local government may not deny,and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." (See, 47 U.S.C. § 1455(a)(1)).An"eligible facilities request"is defined to include any collocation,removal, or replacement of transmission equipment. (See, 47 U.S.C. § 1455(a)(2)). The FCC adopted rules providing legally binding guidance on key terms of the Spectrum Act, notably defining "substantial change" with certain thresholds. (See, Report and Order FCC 14-153, 29 FCC Rcd. 12865 (FCC October 17, 2014); see also, Report and Order FCC 20-153, 2020 WL 6501650 (FCC October 27, 2020)). Based on the FCC's definition, the proposed modification (i.e., replacement of the generator) does not substantially change the physical dimensions of the tower. As depicted on the enclosed construction drawings', the proposed generator will be located on the existing equipment platform, which will not be extended or expanded. In sum, the modification clearly qualifies as an "eligible facilities request" under the Spectrum Act and FCC rules, because it does not exceed any of the thresholds, such that it would "substantially change"the physical dimensions of the tower. As stated above, the FCC requires that qualifying eligible facilities requests be approved within 60 days, subject to tolling for incompleteness. (See, 47 C.F.R. § 1.6100(c)(2), (3)). Since the proposed modification involves removal and replacement of equipment (i.e., the replacement generator) that will not substantially change the physical dimensions of the tower,the Town may only require documents that are relevant to determining that same qualifies as an eligible facilities request. (See, 47 C.F.R. § 1.6100(c)(1)). If the Town does not render a decision within the 60-day period, an eligible facilities request can be deemed granted by operation of law. (See, 47 C.F.R. § 1.6100(c)(4)). 2 If you should have any questions,please do not hesitate to contact me. Thank you for your attention to this Application. Vei tr y yours, Denise J. Vista Enclosures cc: Verizon Wireless (via email,w/out enclosures) WMI It " e c w # f 3Y aa. 9 X12 4f� r1 " r,. sy's .. `7. :. a J 3, a..lirtai� U.•rwA:... v e n r 1 P f� d k m re tk, 1a .on TGH D. FZ . ... 5 x D 25 ♦',� Z .1 15 a �. 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A'yr' C� fi ` vy i .^F ,. 3W(! .� d S..f 35 Tr � g M t 1 � � � � d S a 'A Wrk --(—� COU TY OF SUFFOLK G Nonce K ��w�. 1000 n,ro--- D —_ — V _ Q'Dt SeIri-Ag—yW e w�0. sourND�D, . s 015 m1N Faeacv+rF F :fi .,-w OFFICE LOCATION: , " � MAILING ADDRESS: Town Hall Annex ° �' � �u P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 1197119F,P �Sa` Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2022 Re: LWRP Coastal Consistency Review for 40200 MAIN LLC c/o VERIZON WIRELESS SCTM#1000-15-9-8.1 Amato Law Group, PLLC on behalf of 40200 MAIN LLC c/o VERIZON WIRELESS requests an Administrative Permit for its existing Verizon wireless communication facility and the replacement of its existing generator. Located: 40200 Main Road, Orient. SCTM#: 1000-15-9-8.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney BOARD MEMBERS SOF SOUry Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 DSO Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank Georgd HomingcQ �\�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l�C�(J�`{,��'v Southold,NY 11971 http://southoldtown.northfork.net RECEIVED ZONING BOARD OF APPEALS ?-. P to TOWN OF SOUTHOLD F E B 2 2 2017 Tel.(631)765-1809-Fax(631)765-9064 So old Town I FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16,2017 ZBA FILE: 7023 NAME OF APPLICANT: MGH Enterprises,Inc. Verizon Wireless PROPERTY LOCATION: 40200 NYS Route 25, Orient,NY SCTM#1000-15-9-8.1 SEORA'DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30,2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to-this department, as well as the records available, it is the coordinator's recommendation that the proposed action be EXEMPT from LWRP review pursuant to Chapter 268,Mainor Actions Item(F). TOWN OF SOUTHOLD PLANNING•BOARD: This application was referred for comments to the Town of Southold Planning Board. In a memo dated January 27, 2017, Members of the Planning Board expressed their support of the application with comments,and recommended that the Zoning Board of Appeals include a condition that the proposed location and height be confirmed by the Planning Board and their technical consultant as per Town Code. . PROPERTY FACTS/DESCRIPTION: Parcel is a conforming lot in the in the MII Zone. It is improved,with a one story frame restaurant with attached deck,accessory one story and two story buildings,along with boat slips. It has 181.72 feet on Main Rd.(SR25)'to the north,752 feet along the easterly property line' 348.41 feet on Gardners:Bay to the south and 1000.1 feet on the westerly property line. Shown on a survey prepared by Hawkins Webb Jaeger, PLLC, last revised November 15, 2014 and a site plan (Page SP-10.0.00) prepared by WFC Architects, last revised May 23,2016. BASIS OF APPLICATION: Request for a Variance under Article XIII, Section 280-56; and the Building Inspector's October 18,2016 Notice of Disapproval based on an application for a permit to collocate a wireless Page 2, February 16,2017 #7023,MGH Enterprises,Verizon Wireless SCTrn No. 1000-15-9-8.1 communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet; located,at, 40200 NYS Route 25,(Adj.to Gardeners Bay)Orient,NY. SCTM# 1000-15-9-8.1, RELIEF REQUESTED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet from the subject property line, adjacent to an R400 Zoned NYS State Park, where 25 feet is the minimum permitted by code, The Notice of Disapproval was amended on August 24, 2016 to address the need for a variance from the Zoning Board of Appeals and further amended on October 18, 2016 to correct errors. ADDITIONAL INFORMATION: The Chief of Police of Southold Town submitted comments by email to the Chairperson of the Zoning Board of Appeals, on January 31,2017, addressing this application. He indicated that it was critically important that the proposed Verizon Wireless equipment be approved by the Board of Appeals. He stated that the local police participate in counter terrorism drills with other local, state and federal agencies; and that current spotty communications from Orient Point and Plum Island both by radio and cell phones would be greatly improved with the installation of this proposed cellular equipment, The Suffolk County Police Department indicated in their letter of December 2, 2016 submitted by the applicant,that they fully support the application due to the need for communications coverage for police and public safety. The applicant also submitted several reports including three engineering reports and an FCC Compliance Assessment Report which will all be forwarded to the Planning Department for their review of the site plan application. On February 15,2012 in ZBA#6533,the Zoning Board granted MGH Enterprises Inc./New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1 foot side yard setback from the property line,which was subject to a condition that they return to the Zoning Board if, in future, they wish to increase the height of the monopole. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1, Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25, to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area. Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To function properly, the proposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. 1 in, side yard setback 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 70% relief from the code. However,the proposed equipment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjacent to an existing equipment Page 3, February 16,2017 #7023, MGH Enterprises,Verizon Wireless SCTm No. 1000-15-9-8.1 4. compound that has had no adverse impact. Moreover, the colocation on the existing monopole will improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas, instead of creating new sites in many locations. . Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The adjacent residential property is owned by Long Island State Park Commission (Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created.However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residential\community or the commercial community. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecommunications equipment while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the five page Site Plan(Pages T-100.00, SP-100.00,A-100.00, A-101.00,A-102.00,prepared by WFC Architects, last revised May 23,2016, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pursuant to the request by the Town of Southold Planning Board,proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,February 16,2017 #7023,MGH Enterprises,Verizon Wireless SCTrn No.1000-15-9-8.1 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing c� / a� /2017 Glenn Goldsmith,President p�S(�(fr� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 O P.O.Box 1179 John M.Bredemeyer IIIg, ': Southold,New York 11971 Michael J. DominoE�.' Telephone(631) 765-1892 Greg Williams ' x Fax(631) 765-6641 � MUm�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application - E Administrative Permit i I Amendment/Transfer/Extension DEC 2 0 2021 Received Application: eceived Fee: $ ZW.47J QD r ✓ Completed Application: h-�•� "`"' '= -' ` Incomplete: _-- SEQRA Classification: Type I Type R Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): __)�_LWRP Consistency Assessment Form Sent: CAC Referral Sent: X Date of Inspection: I•II.Z Receipt of CAC Report: Technical Review: _Public Hearing Held: Resolution: Owner(s) Legal Name of Property(as shown on Deed): 40200 Main LLC Mailing Address: 65 East 55th Street, 31st Floor, New York, New York 10022 Phone Number: (212) 920-3131 Suffolk County Tax Map Number: 1000 - 15-9-8.1 Property Location: 40200 Main Road, Orient, New York 11957 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Denise Vista, Amato Law Group, PLLC Mailing Address: 666 Old Country Road, Suite 901, Garden City, New York 11530 Phone Number: (516) 227-6363 Email: dvista@amatofirm.com Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless Address: Same as Agent above r Board of Trustees Application GENERAL DATA Land Area(in square feet): 4.64 acres/202,118 square feet Area Zoning: Marine II Previous use of property: Marina/Wireless Communication Facility Intended use of property: Same Covenants and Restrictions on property? X Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Previously received for the existing facility, see attached; required for the generator replacement Does this project require a variance from the Zoning Board of Appeals? X Yes No If"Yes",please provide copy of decision. Previously obtained for the existing facility, see attached ZBA Decision Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No See attached Prior permits/approvals for site improvements: Agency Date See enclosed letter and approvals. No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): Verizon Wireless requests approval for its existing wireless communication facility located on the property, and the replacement of its existing generator located on the existing equipment compound (see enclosed letter for details regarding the foregoing). �i Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The generator is used in emergency situations when power is lost to the Verizon Wireless'facility, and periodically tested. Area of wetlands on lot: 97,299 square feet Percent coverage of lot: 48 % Closest distance between nearest existing structure and upland edge of wetlands: 60'-9" feet Closest distance between nearest proposed structure and upland edge of wetlands: 60'-9" feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? cubic yards How much material will be filled9 cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The applicant respectfully submits that the proposed facility will not have any impact on the wetlands. enzon Wireless obtained a tidal permit from the New YorK State Department of Environmental Conservation ("NYSDEC")for its proposed facility. The NYSDEC determined that since the property is more than 100 feet from NYSDEC regulated freshwater wetlands, it is out of its jurisdiction to regulate same. Moreover, it is our understanding that the two other wireless carriers on the property have obtained Administrative Wetland Permits from the Town Trustees for their facilities. Board of Trustees Application AFFIDAVIT /Y�gt'�i �w ✓, on behalf of 40200 Main LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE OPWO1VOR THE ABOVE *Property DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN Owner ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. ; THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE _ BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF ; GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. 40200 Main LLC By: - - Signature of Propert Owner Signature of Property Owner Name: /��'G V IMZwdieg— SWORN M Title I TO BEFORE ME THIS DAY OF �7)1CA&K-b-e4— x.20 Z'/ No !10N of Ne NotaryNo.01 B05084073w York Qualified in New York County Commission Expires Dec.08-W Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) UWe, on behalf of 40200 Main LLC owners of the property identified as SCTM# 1000-15-9-8.1 in the town of Orient New York,hereby authorizes New York SMSA Limited Partnership d/b/a Verizon Wireless and Amato Law Group PLLC to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property., related to the Verizon Wireless communication facility. 40200 Main LLC B : &W r rty Owner's Signa-ture Property Owner's Signature a e: �� YY,P'A/ Title: &a4-t-9y/hf SWORN TO BEFORE ME THIS, T DAY OF j>Wri 1 Leq, ,20 Z -" Not ubl c KAREN BOWEN Notary Public,State of New York No.01 805084073 ;. Qualified in New York County Commission Expires Dec.08,A APPLICANT/AGENT/REPRESENT"ATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Cotte of Ethics prohibits cornets of interest on the part of town o''fficers and employees The purooae rif ,this form is to provide information which can alert'the town of possible conflict's of interest and allow-it to take whfttever-action,is� necesna,to avoid ssaa�me, YOUR NAME: Afire k�,47t,,// , on behalf of 40200 Main LLC , (Last name,first name,griddle initial,unless you are applying1h the name of someone else or other entity,such as a company.If so,indicate;the other person's or company's name,) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building X Variance Trustee —X— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other'',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%o the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee,Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal orbeneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 00_ Signature ehalf of 40200 Main LLC Print e RVAMW Ti e: Form TS I �' metn `�� APPLI CANT/AGENT/REPRESENTATIVF, TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this Form is to provide inforination which can alert the town of possible conflicts of interest and allow it to take whdtever action is necessarv46 avoid same. ' YOUR NAME: Robert Czarniawski on behalf of New York SMSA Limited.Partnership d/b/a Verizon Wireless i (Last name,first name,.rpiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building X Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee 1 of the Town of Southold? "Relationship"includes by blood,marriage,or business interest_"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X See attached Disclosure Statement If you answered"YES",complete the balance of this form and date and sign where indicated. t Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this of P,� l V/l20� Signature` _ on ben a f of New York SMSA Limited Partnership d/b/a Print Name obert Cz r ' Verizon Wireless Form TS l Title: Network Engineering - Real Estate DISCLOSURE STATEMENT New York SMSA Limited Partnership d/b/a Verizon Wireless is a New York limited partnership, with its principal place of business at One Verizon Way,Basking Ridge,NJ 07920. It is composed of the following two partners: • Cellco Partnership d/b/a Verizon Wireless ("Celled') is a general partnership formed under the laws of the State of Delaware. Cellco has three partners in total and is indirectly, wholly owned by Verizon Communications Inc. ("Verizon"). Verizon, a publicly traded company, has its principal place of business at 1095 Avenue of the Americas,New York,New York. The following is a listing of partners: Bell Atlantic Mobile Systems LLC, One Verizon Way,Basking Ridge,NJ 07920-1097 - a Delaware limited liability company with its principal place of business in New Jersey whose sole member is MCI Communications Services, Inc., a Delaware corporation with its principal place of business in Virginia GTE Wireless LLC, One Verizon Way,Basking Ridge,NJ 07920-1097 a Delaware limited liability company with its principal place of business in New Jersey whose sole member is GTE LLC, a Delaware limited liability company with is principal place of business in New Jersey Verizon Americas Inc., One Verizon Way,Basking Ridge,NJ 07920-1097 a Delaware corporation with its principal place of business in New Jersey • Bell Atlantic Mobile Systems of Allentown, Inc., One Verizon Way, Basking Ridge,NJ 07920-1097,a Delaware corporation with its principal place of business in New Jersey. 2016 -f I Full Environmental ASsessment Form Part 1 -Project and Setting Instructions for Completing Part 1 I Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. I Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the i answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Sponsor Information. Name of Action or Project: Proposed New York SMSA Limited Partnership d/b/a Verizon Wireless Communications Facility-Orient Point 2 Project Location(describe,and attach a general location map): 40200 Main Road,hamlet of Orient,Town of Southold,Suffolk County(SCTM#:1000-15-9-8.1)(see attached site location map) Brief Description of Proposed Action(include purpose or need): See Attachment I I Name of Applicant/Sponsor: Telephone:See project contact below New York SMSA Limited Partnership d/b/a Verizon Wireless E-Mail: See project contact below Address: 4 Cenlerock Road City/PO: State: Zip Code: I West Nyack New York 10994 I Project Contact(if not same as sponsor;give name and title/role): Telephone:516-227-6363 Denise Vista,Esq,Amato Law Group,PLLC E-Mail:dvista@amatofirm.com Address: 666 Old Country Road,Suite 901 City/PO: p I State: Zi Code: Garden City New York 11530 Property Owner (if not same as sponsor): Telephone: (631)323-2424 M.G.H.Enterprises,Inc. E-Mail: Address: 40200 Main Road City/PO: State: Zip Code: New York 11957 Orient I I Page 1 of 13 l i B.Government Approvals i B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial ; assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑YesmNo or Village Board of Trustees b.City,Town or Village mYes❑No Town of Southold Planning Board-Site Plan i Planning Board or Commission c.City Council,Town or ❑YesmNo Village Zoning Board of Appeals Town of Southold Building Department-Building Permit d,Other local agencies ®Yes❑No e.County agencies ❑YesmNo f.Regional agencies ❑YesmNo g.State agencies mYes❑No NYSDEC-Tidal Wetlands Permit and Non-Jurisdictional Determination for Freshwater Wetlands Ii.Federal agencies ❑YesmNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ®Yes❑No If yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? m Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo* C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesmNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plans)include the site mYes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑YesmNo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway mYes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): Scenic Southold Corridor Management Plan Town of Southold Local Waterfront Revitalization Program Long Island North Shore Heritage Area Management Plan c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): *There is a portion of the overall subject property that is within the Coastal Erosion Hazard Area. However,the location of the proposed action is outside the Coastal Erosion Hazard Area. Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? Marine II(Mll)District of the Town of Southold special or conditional use permit? ❑Yes®No b. Is the use permitted or allowed by a p c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? C.4.Existing community services. a.In what school district is the project site located? Oyster Ponds Union Free School District b.What police or other public protection forces serve the project site? Town of Southold Police Department---.-.____ - c.Which fire protection and emergency medical services serve the project site? Orient Fire Department d.What parks serve the project site? N/A-The proposed facility would be an unmanned wireless communications facility and would not place a demand on or utilize parks. D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Wireless communications facility b.a.Total acreage of the site of the proposed action? 4.7± acres(Overall subject property) b.Total acreage to be physically disturbed? 0.0761± acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.01± acres ** c.Is the proposed action an expansion of an existing project or use? ®Yes❑No i.If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % 29± Units: feet (Represents proposed 20±-fool increase in pole height) d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo if Yes, i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? []Yes❑No iii.Number of lots proposed? iv Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes®No i IfNo,anticipated period of construction: 1± months ii. if Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month _year' • Anticipated completion date of final phase month _year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: "Represents area of proposed ground-based equipment compound and underground utility trenching. "Represents area of proposed 4431-square foot equipment compound. Page 3 of 13 i f.Does the project include new residential uses? ❑Yes®No i If Yes,show number s of units proposed. One Family Two Family Three Family Multiple Familyfour or more a Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No j If Yes, ' i.Total number of structures 2 (Concealment pole extension and equipment compound) (Refers to equipment fl.Dimensions(in feet)of largest proposed structure: 12'1:height;__13 10"±width; and 32'±length compound fencing) M. Approximate extent of building space to be heated or cooled: o square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams❑Other specify: I iii. If other than water,identify the type of impounded/contained liquids and their source. N. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v.Dimensions of the proposed dam length or impounding structure: height; g vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations operations, ❑YesoNo a.Does the proposed action include an excavation mining,or dredging,durinb construction or both? (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? _ __-- ii. How Hutch material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): i • Over what duration of time? iii.Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. i i iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes,describe. v.What is the total area to be dredged or excavated? acres vi.What is the maximum area to be worked at any one time? acres vii What would be the maximum depth of excavation or dredging?— feet i viii. Will the excavation require blasting? ❑Yes❑No I ix Summarize site reclamation goals and plan: _ I i b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑YesoNo i into any existing wetland,waterbody,shoreline,beach or adjacent area? ` If Yes: I i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): i I i i Page 4 of 13 I I i I H. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: _ N. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): r. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? [-]Yes ZNo If Yes: (Unmanned facility-will not use potable L Total anticipated water usage/demand per day: gallons/day water) ii Will the proposed action obtain water from an existing public water supply? El Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? E3 Yes[:]No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No • Do existing lines serve the project site? ❑Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv.Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: r.If a public water supply will not be used,describe plans to provide water supply for the project: iii.If water supply will be from wells(public or private),maximum pumping capacity; gallons/minute. d.Will the proposed action generate liquid wastes? ❑YesmNo If Yes: (Unmanned facility-will not generate liquid L Total anticipated liquid waste generation per day: gallons/day waste) H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): __— iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes❑No If Yes: • Name of wastewater treatment plant to be used: • Name of district: - • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: j N. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes❑No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: 1 • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed f receiving water(name and classification if surface discharge,or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: i e.Will the proposed action disturb more than one acre and create stormwater runoff,either fi•om new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet o acres(impervious surface) Square feet or acres(parcel size) ii.Describe types of new point sources. -_- iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? ti • If to surface waters,identify receiving water bodies or wetlands: ! i • Will stormwater runoff flow to adjacent properties? ❑Yes❑No ' N.Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ®Yes❑No combustion,waste incineration,or other processes or operations? If Yes,identify: I i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) i None ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) None iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) Diesel-powered emergency backup generator g.Will any air emission sources named in D,2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Titic IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No j ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • _ Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPS) I Page 6 of 13 i i i h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No i i landfills,composting facilities)? If Yes: i Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i i,Will the proposed action result in the release of air pollutants from open-air operations or processes,such as []Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): i j,Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? (Remotely monitored,unmanned facility) If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening []Weekend ❑Randomly between hours of to ii.For commercial activities only,projected number of semi-trailer truck trips/day: iii.Parking spaces: Existing Proposed Net increase/decrease N.Does the proposed action include any shared use parking? DYesONo v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi Are public/private transportation service(s)or facilities available within %:mile of the proposed site? E]YesONo vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑YesONo or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑YesONo pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes[]No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: To be determined. A minor increase in electricity demand is anticipated ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): Local grid(PSEG Long Island) iii. Will the proposed action require a new,or an upgrade to,an existing substation? []Yes®No 1.Hours of operation. Answer all items which apply. i.During Construction: ii. During Operations: • Monday-Friday: 8:00 a.m -6.00 p m.• • Monday-Friday: 24 hours/day" • Saturday: _ N/A u_v • Saturday: 24 hours/day" • Sunday: N/A y4 • Sunday: 24 hours/day" ' urs/day" • Holidays: 24 ho • Holidays: NIA y `Typical construction hours. "Remotely monitored, unmanned wireless communications facility. Page 7 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: The proposed action may exceed ambient noise levels during construction.However,construction would not occur during sensitive overnight hours In accordance with the Town of Southold noise ordinance. H. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes®No l Describe: l n..Will the proposed action have outdoor lighting? JZ]Yes❑No If yes: i.Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Outdoor lighting would be installed beneath the proposed equipment canopy.Fixtures would be fully shielded and would not cause off-site light spill. H. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes®No Desci ibe: o Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest i occupied structures: P.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i, Product(s)to be stored H.Volume(s) per unit time (e.g.,month,year) M. Generally describe proposed storage facilities: q.Wit]the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): H. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ®No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) fl. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 i ; i s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No { If Yes: i. Type of mann ement or handling of waste proposed for the site e. recycling or transfer station,composting,landfill,or YP g g P P ( g•, Y gi other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii.If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No ` waste? I If Yes: i.Naine(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: i H. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to be handled or generated tons/month ! iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents:— v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No j If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site i a.Existing land uses. j i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ® Residential(suburban) ❑Rural(non-farm) ❑ Forest ❑ Agriculture ® Aquatic ® Other(specify):Public Parks,Institutional H. If mix of uses,generally describe: See Attachment ------- b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1.6t 1.6t r 0.0006t` surfaces • Forested 0 0 0 • Meadows,grasslands or brushlands(non- agricultural,including abandoned agricultural) 0 0 0 • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 2.4± 2.4t 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0.7t 0.7t -0.0006±* • Other Describe: *Represents addition of concrete piers to support proposed equipment platform. Page 9 of 13 I c.Is the project site presently used by members of the community for public recreation? ❑YesmNo i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑YesjZjNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑YesmNo If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii.Dani's existing hazard classification: W.Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesmNo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes[]No • If yes,cite sources/documentation: ii, Describe the location of the project site t elative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: T g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesmNo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any mYes❑ No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site mYes❑No Remediation database? Check all that apply: ® Yes–Spills Incidents database Provide DEC ID number(s): 1102330 ❑ Yes–Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii, If site has been subject of RCRA corrective activities,describe control measures: N/A W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑YesmNo If yes,provide DEC ID munber(s): iv.if yes to(i),(ii)or(iii)above,describe current status of site(s): Spill#1102330 was closed by the NYSDEC on 12/2/2011__— Page 10 of 13 i,, Is the project site subject to an institutional control limiting property uses? ❑YesmNo • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Ycs❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? Soot feet below grade suface(bgs) b.Are there bedrock outcroppings on the project site? ❑YesmNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % e,Predominant soil type(s)present on project Site: Fd-RII land,dredged material 100%* d.What is the average depth to the water table on the project site? Average: 5t feet bgs e.Drainage status of project site soils:® Well Drained: 100%of site ❑Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑YesmNo If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivets, ❑YesmNo* ponds or lakes)? fl. Do any wetlands or other waterbodies adjoin the project site? mYes❑No If Yes to either 1 or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, mYes❑No state or local agency? See Attachment N.For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification _ • Lakes or Ponds: Name Classification • Wetlands: Name Gardiner's Bay Tidal Wetlands and freshwater wetlands Approximate Size N/A • Wetland No.(if regulated by DEC) PL-3 r. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes ONO waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes ONO j.Is the project site in the 100 year Floodplain? mYes❑No k.Is the project site in the 500 year Floodplain? ❑Yes mNo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? mYes❑No If Yes: i,Name of aquifer: Nassau-Suffolk Sole Source Aquifer *Refers to existing and proposed equipment compound area only Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: Herring gull,Robin,House sparrow,Eastern gray squirrel,as well as other common suburban species. i n.Does the project site contain a designated significant natural community? ❑YesmNo If Yes: i.Describe the liabitat/commtill ity(composition,function,and basis for designation): ii. Source(s)of description or evaluation: W. Extent of community/babitat: • Currently: _ acres • Following completion of project as proposed: acres i • Gain or loss(indicate+or-): acres i o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesmNo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? The NYSDEC New York Nature Explorer and Environmental Resource Mapper indicate that several endangered or threatened species have been identified in the vicinity of the project site. However,the proposed lease areas consist of lawn and paved areas such that habitat for any endangered or threatened species would not be disturbed by the proposed action, j I p. Does the project site contain any species'of plant or animal that is listed by NYS as rare,or as a species of YesmNo special concern? The NYSDEC New York Nature Explorer and Environmental Resource Mapper indicate that several rare species or species of special concern have been identified in the vicinity of the project site. However,the proposed lease areas consist of lawn and paved areas such that habitat for any rare species or ; species of special concern would not be disturbed by the proposed action. 0.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? mYes❑No If yes,give a brief description of how the proposed action may affect that use: Fishiog may occur within Gardiner's Bay,south of the { proposed facility location However,the proposed action would not interfere with such activities I 1E.3. Designated Public Resources On or Near Project Site i a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑YesmNo Agriculture and Markets Law,Article 25-AA,Section 303 and 304? i If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑YesmNo 1 If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): i c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑YesmNo , Natural Landmark? If Yes: ' i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii.Provide brief description of landmark,including values behind designation and approximate size/extent: f d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? mYes❑No If Yes: i. CEA name: Peconic Bay and Environs fl.Basis for designation: Benefit to human health&protect drinking water W.Designating agency and date: Suffolk County,11-13-1988 __ _ i i iI I 1 1 Page 12 of 13 i i i t e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i 1.Nature of historic/archaeological resource: El Archaeological Site istoric Building or District i , ii.Name: iii.Brief description of attributes on which listing is based: f.Is the project site,or any pot tion of it, located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): fl.Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,of local ®Yes❑No scenic or aesthetic resource? If Yes: L Identify resource:North Fork TrailOrient Beach State Park Orient Point County Park ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): Scenic byway,State Park County Park fii.Distance between project and resource: 0.1t,0 1t,0 3d: miles. i. Is the project site located within a designated river cort•idor under the Wild,Scenic and Recreational Rivers ❑Yes❑No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRRPart 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. VHB Engineering,Surveying and Landscape Architecture, P C.as Environmental Consultant to Verizon Wireless Applicant/Sponsor Name Date May 17,2016 Signature ^t� _ Title Project Manager Erin Echevarria Page 13 of 13 2967518 progecrindoc•NYS EAF 4-16 Proposed New York SMSA Limited Partnership d/b/a Verizon Wireless Communications Facility 40200 Main Road Hamlet of Orient,Town of Southold Suffolk County, New York Environmental Assessment Form—Part 1 Attachment Page 1, Item A—Brief Description of Proposed Action:_ The proposed action involves the installation of a Verizon Wireless communications facility at 40200 Main Road in the hamlet of Orient,Town of Southold,Suffolk County, New York(the"subject property").Specifically,Verizon Wireless proposes to install a 20±-foot extension on the existing 69±- foot above grade level (agl) concealment pole at the subject property.Three antennas would be concealed within the resulting 89±-foot agl concealment pole,and associated equipment would be installed within a proposed equipment compound, north of the concealment pole and an adjacent equipment compound of another service provider.The equipment compound would measure 32-feet- by-13-feet-10±-inches(443±-square-feet), and would include a pier-supported steel platform (292.5± i square feet)with equipment cabinets, main distribution boxes, remote radio heads and a 10 kW diesel- powered emergency backup generator thereon.A weather canopy would cover portions of the j equipment platform and would have four GPS units mounted thereon.The equipment compound would be surrounded by a 13-foot agl chain link fence, as well as nine 14-foot agl evergreen plantings for additional visual screening on the north and west sides.Associated utility conduits would be routed i underground at the subject property to existing connections. Page 9 Item E.1.a—Existing land uses: The subject property contains a commercial marina and restaurant,with an existing wireless communications facility(concealment pole and associated equipment).The surrounding land uses are generally described as follows: North: Single-family residential East: Federal institutional,ferry terminal,County Park South: Gardiner's Bay West: State Park, single-family residential i Page 11,Item E.2.h—Surface water features: The commercial marina within the subject property is shown on the NYSDEC Tidal Wetlands Maps as a category SM (coastal shoals, bars and mudflats)tidal wetland.The marina is also classified by the U.S. Fish and Wildlife Service National Wetlands Inventory as M1UBLx(marine,subtidal, unconsolidated bottom, excavated).Additionally,the proposed wireless communications facility is located approximately 113-feet-6±inches east of NYSDEC Freshwater wetland PL-3,associated with Orient Beach State Park.The proposed action would occur within the wetland adjacent areas and would not i disturb these wetlands.The applicant will secure a Tidal Wetlands Permit, as well as a determination of non-jurisdiction for freshwater wetlands, prior to installation of the proposed facility. \\vhb\pro1\Long1s1and\29675,18 Orient Point 2\projRecords\F1na1Docs\LEAF Attachment Amato edits_05132016.docx I LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS e 1, All applicants for permits*including Town of Southold agencies,shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law This assessment is intended to supplement other information used by a Town Of Southold agency in making a determination of consistency. *Except minor exempt actions inchiding Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form.should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfiont Revitalization Progzarn.A proposed action will be evaluated as to its significant beneficial and adverse effects urn the coastal area(which includes all of Southold Town. ; t 3. If any question in Section C on this form is answered"yes"or no"then the proposed action will affect the achievement ofthe LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supportinE and non- supporting facts.If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken e following laces: online at the Town of Southoldis website A copy of the LWRP is available in th g p (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 15 -9 - 8.1 PR0=J%AMB Proposed New York SMSA Limited Partnership d/b/a Verizon Wireless Communications Facility-Orient Point 2 The Application has been submitted to(check appropriate response): TownBoairl ❑ Planning Board N Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): t (a) Action undertaken directly by Town agency(e•g•capital ❑ construction,planning activity,agency regulation,land transaction) Financial assistance(e.g. grant,loan,subsidy) ❑ ® 1 (c) Permit,approval,license,certification: i Nature and extent of action: The proposed action involves the installation of a Verizon Wireless communications facility at 40200 Main Road in the hamlet of Orient,Town of Southold, V Suffolk County,New York(the"subject property").Specifically,Verizon Wireless proposes to install a 20f-foot extension on the existing 69t-Coot above-_ 61�t grade level(agl)concealment pole at the subject property.Three antennas would be concealed within the resulting 89t-foot agl concealment pole,and associated equipment would be installed within a proposed equipment compound,north of the concealment pole and an adjacent equipment compound of another service provider.The equipment compound would measure 32-feet-by-13-feet-I 0±-inches(443f-square-feet),and would include a pier-supported steel platform(292 51 square feet)with equipment cabinets,main distribution boxes,remote radio heads and a l OkWdiesel-powered emergency backup generator is i proposed for this site.A weather canopy would cover portions of the equipment platform and would have four GPS units mounted thereon The equipment compound would be surrounded by a 13-foot agl chain link fence,as well as nine 14-foot agl evergreen plantings for additional visual screening on the north 1 and west sides.Associated utility conduits would be routed underground at the subject property to existing connections z I 3 Location of action:40200 Main Road,hamlet of Orient Lova � Site acreage: 4.7:1- Present land Use:Commercial Marina and Restaurant Present zoning classification: Marine II(MII) 2. If an application far the proposed action has been filed with the Town of Southold agency,the following information shall be provided (a)Name ofapplicant:New York SMSA Limited Partnership d/b/a Verizon Wireless (b)Mailing address:c/o Amato Law Group,PLLC, 666 Old Country Road,Suite 901, t Garden City,New York 11530 (C)Telephone number Area Code()516-227-6363 (d)Applicationnucnber,ifany. i Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ® Nental Conservation o if yes,Wlllch State or federal agency?Now York State Department of Environm C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ®Yes F 1`b [—] Not Applicable The proposed installation makes use of existing infrastructure,as it involves the calla cation of a Verizon Wireless facility upon and proximate to an existing wireless communications facility on a portion of the overall oricnt by the Sea Restaurant and Marina property.The overall equipment compound area would occupy only 0.01±acre(OZ percent ofthe subject parcel),and it would not involve the clearing of natural areas.The 20-fool concealment pale extension would conceal Venzon wireless antennas within,helping to mitigate potential visual impacts As the facility would be collocated within an existing concealment pole on a commercially developed property,same would not adversely impact community character or open space resources Finally,the presence of a communications facility along(or visible from)the Main Road(Route 25)corridor and Gardinces Hay would not be precedent C setting,as the proposed facility installation would be an extension of an existing concealment pole,rather than a completely new installation. Attach additional shects ifnecessaTy Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP j Section III- Policies Pages 3 through 6 for evaluation criteria Yes ® No [–] Not Applicable i l i i l i Although the proposed action will not directly protect and preserve historic and archaeological resources,the applicant intends to consult with both the Town of Southold t Planning Department,the New York State Office of Parks,Recreation and Historic Preservation and Federally-recognized Indian Tribes to ensure that the proposed facility j 1 has been designed and sited such that it would have minimal impacts upon historic and/or archaeological resources Attach additional sheets if necessary Policy 3.Enhance visual quality and protect scenic resources throughout the Town of Southold See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria t f t ® Not Applicable Yes ❑ lib ❑ As with the existing concealment pole,the proposed concealment pole extension would be visible from the surrounding area.However, antennas would be concealed within,the extension would match the existing concealment pole in structure and coloration,and it would not significantly alter the existing visual character of the overall subject property.Moreover,it is anticipated that the proposed extension, will be obscured from view from many locations by intervening structures and vegetation. .Finally,the equipment compound would be surrounded on the north and west sides by evergreen plantings to screen views from adjacent areas. Attach additional sheets if necessary NATURAL COAST POLICIES e Policy 4.Minimize loss oflife,structLues,and natural resources from flooding and erosion.See LN7RP Section III-Policies Pages 8 through 16 for evaluation criteria No Not Applicable F7 VN ❑ �p � According to FEMA's Flood Insurance Rate Map Panel 36103C0088H,the proposed facility location is located within a 100-year S floodplain(Zone AE-EL9).However,the proposed accessory equipment would be installed on a pier-raised steel platform,such that h same would be above the 9-foot base flood elevation.The proposed ground-based equipment compound would also be situated outside f the Coastal Erosion Hazard Area.Moreover,the proposed installation will result in the minimal disturbance of only 0.0761±-acre of paved and lawn area on the overall marina and restaurant property(i.e.,an increase in impervious area of 0.0006±-acre).Finally,the proposed facility would be unmanned. k Attach additional sheets if necessary Policy 5.Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria i ❑ yes ❑ lib ® Not Applicable As the proposed facility would be unmanned,it would not require potable water nor would any sewage or solid waste be generated. l Moreover, a minimal amount of impervious area would result and there would be no non-point source runoff to adjacent properties as a result of the proposed action.Thus,there would be no benefits or impacts to water quality. i i i i I Attach additional sheets ifnecessary j Policy 6.Protect and restore the quality and function ofthe Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-Policies;Pages 22 through 32 for evaluation criteria. ❑ yes ❑ No ® NotApplicable Thd nearest Significant Coastal Fish and Wildlife Habitat to the proposed facility is Long Beach Bay,located approximately 150 feet west of the proposed facility.However,the proposed installation would be on previously developed paved and lawn areas and would not result in any significant positive or adverse impacts to ecosystems. `i I Attach additional sheets ifnecessary Policy 7.Protect and improve air quality in the Town.of Southold See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. i ❑ Yes ❑ l,.b ® Not Applicable As the proposed facility would be umanned and remotely monitored,requiring minimal vehicular trips,there would be no significant adverse impacts to the air quality resulting from automobile emissions.Additionally,the proposed emergency back-up diesel generator would only operate on an occasional basis for routine testing(typically once per week)and in emergency situations,limiting potential impacts associated with diesel emissions.Moreover,the proposed action does not involve the creation of an industrial use.As such,it is not anticipated that the proposed facility would have any adverse impacts to the air quality of the Town of Southold. i • e r Attach additional sheets ifnecessary Policy 8.Minimize environlzzental degradation in Town of Southold from solid waste and hazardous 1 substances and wastes. See LWRP Section III-Policies;Pages 34 through 38 for evaluation criteria. l ❑Yes ❑ No® Not Applicable The proposed action involves the construction of an unmanned communications facility.Thus,no solid waste,hazardous waste, hazardous substances or other wastes would be generated. i PUBLIC COAST POLICIES public lands andpublic Policy 9.Provide for public access to,and recreational use of,coastal waters,p , resources ofthe Town of Southold See LWRP Section III-Policies;Pages 38 through 46 for evaluation criteria. ❑Yes® No ❑ Not Applicable As previously indicated,the proposed action involves the construction of an extension to an existing concealment pole and installation of associated accessory equipment upon a developed portion of a commercial marina and restaurant property. As such,this project does not provide public access to,and recreational use of, coastal waters,public lands and public resources;nor would this project hinder existing public access to such resources. Attach additional sheets if necessary WORICING COAST POLICIES Policy 10. Protect Southold's water-dependentuses andpromote siting ofnewwater-dependentuses in suitable locations. See LWRP Section III-Policies-Pages 47 through 56 for evaluation criteria. ❑ Yes ❑m ® Not Applicable As the proposed facility would be collocated within an existing wireless communications facility,it would not directly protect or promote the siting of water-dependent uses.However,improved Verizon Wireless service in the vicinity of the subject property may be a benefit to those participating in water-dependent activities.Moreover,the proposed facility would not interfere with the existing commercial marina and restaurant operations at the overall subject property. Attach additional sheets ifnecessary Policy 11.Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III-Policies;Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable As previously discussed,the proposed facility would be unmanned. Although the proposed facility location is in close proximity to Gardiner's Bay(i.e.,200t feet),same would have no adverse or beneficial impact on the sustainable use of living marine resources. Attach additional sheets ifnecessary Policy 12.Protect agricultural lands in the Town of Southold Sae LWRP Section III -Policies;Pages 62 through 65 for evaluation criteria. Yes ❑ No ®Not Applicable The proposed action would have no impact on agricultural lands in the Town,as the proposed facility would be situated on previously developed,paved and lawn areas of a commercial marina and restaurant property,with an existing wireless communications facility thereon. Attach additional sheets ifnecessary Policy 13.Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies;Pages 65 through 68 for evaluation criteria. ®Yes ❑ No❑ NotApplicable The proposed facility would use minimal electricity and would be unmanned.Therefore,the effect on energy and mineral resources would be minimal. pREPAREDBYErin j =EProjcct Manager DA'lEMay 17,2016 Echevarria,VHB Engineering,Surveying and Landscape Architecture,P.C.as Environmental Consultant to Verizon Wireless Amended ori 811105 ptojrecfindoc:29675.18_Southold LWRP Form-5-16 AMATO 666 OLD COUNTRY ROAD, 9TH FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 December 16,2021 BY FEDERAL EXPRESS Board of Trustees Town of Southold Town Hall Annex 54375 Route 25 Southold,New York 11971 Re: Administrative Wetland Permit Application (the "Application") to the Town of Southold (the "Town") Board of Trustees (the "Trustees") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with the existing communication facility (the "Facility") located at 40200 Main Road, Orient, New York, Suffolk County Tax Map Designation District 1000, Section 15,Block 9, Lot 8.1 (the"Property") NYSMSA Site Reference: Orient Point 2/Our File No.: 100-0773 Dear Madam/Sir: We represent Verizon Wireless in connection with its Application, which requests the following relief. (1) the as-built conditions of the Facility; and(2)replacement of the existing 10 kW diesel emergency, back-up generator with a 50 kW diesel generator. Below is a brief history of the Facility and approvals obtained for same, the proposed modification to the Facility, and Application materials enclosed herewith. Please note that a Building Permit Application was filed with the Town for the replacement generator on November 3,2021. A copy of the correspondence submitted with same is enclosed. History of Approvals Obtained for the Facility To date, Verizon Wireless has received the following approvals for its Facility (copies of the approvals are enclosed): • On August 25, 2016,the New York State Department of Environmental Conservation issued Verizon Wireless a Tidal Wetlands Permit. • On February 22, 2017, the Town's Zoning Board of Appeals, Case # 7023, granted Verizon Wireless an area variance for its proposed equipment compound, as it did not comply with the side yard setback required for the Property. • On April 10,2017,the Town's Planning Board granted Verizon Wireless Site Plan and Special Exception approval for the Facility, which consisted of a 20' extension to the existing RF concealment pole and an approximately 448 square foot equipment compound,with cabinets and a diesel generator located thereon,located adjacent to the existing AT&T compound. Upon receiving this Decision, we contacted the Town Trustees, and were advised that approval from same would not be required for the Facility. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26TH FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 • On May 25, 2017, the Town Building Department issued Verizon Wireless Building Permit#41667 to construct the Facility. • On September 24, 2018, the Town issued Verizon Wireless Certificate of Occupancy #39918 for the Facility. Proiect Modification to the Facility The Facility currently includes a 10 kW diesel emergency, back-up generator, which is located on Verizon Wireless' existing equipment platform. As reflected in the construction drawings submitted herewith,Verizon Wireless is proposing to remove the existing generator and replace same with a 50 kW diesel generator with sound enclosure, to be situated in the same location as the existing generator, on the existing equipment platform. The equipment platform will not be expanded or enlarged in any manner. Application Materials Verizon Wireless is seeking approval from the Town Trustees to approve: (1)the existing conditions of the Facility, which is similar to the two other wireless carriers' facilities located on the Property, and (2) the replacement generator. In connection with Verizon Wireless' Application, enclosed are four(4) sets of the following: 1. Trustees Application form with attachments; 2. Affidavit, executed by the Property owner; 3. Property owner LLC documents; 4. Authorization, executed by the Property owner;; 5. Transactional Disclosure Forms, executed by the Property owner and Verizon Wireless; 6. Copy of the Property survey, dated June 26, 2019; 7. Current photos of the Property and Facility; 8. Construction drawings prepared by WFC Architects, last revised February 21, 2017, approved by the Town, and which reflect the as-built conditions of the Facility; 9. Construction drawings prepared by WFC Architects, last revised December 9, 2021,which reflect the proposed replacement generator; 10. Long Environmental Assessment Form, dated May 17, 2016, submitted with the prior applications for the Facility; 11. LWRP Consistency Assessment Form, dated May 17, 2016, submitted with the prior applications for the Facility; 12. Check made payable to the Town, in the amount of $200.00, representing the Application fee. 2 f .-r Should you have any questions, please feel free to contact me at the above number of dvista@amatofirm.com. Thank you for your assistance with this matter. MVista Enclosures cc:Verizon Wireless(by email,without enclosures) 3